diff --git a/pelicun/resources/SimCenterDBDL/README.md b/pelicun/resources/SimCenterDBDL/README.md
deleted file mode 100644
index 8bcd515c4..000000000
--- a/pelicun/resources/SimCenterDBDL/README.md
+++ /dev/null
@@ -1,31 +0,0 @@
-# DB Damage and Loss
-
-### SimCenter Damage and Loss DataBase
-
-This database provides damage and loss model parameters intended for a broad range of applications in Natural Hazards Engineering. In this initial release, it is seeded with collections of models for earthquake damage and loss assessment. Future updates will add models to support studies focused on hurricane wind, storm surge, flood, and tsunami impacts.
-
-The model parameters are stored using the damage and loss model schema introduced in SimCenter's Pelicun framework. Models are grouped into collections; each collection is stored in a pair of CSV and JSON files. The CSV files contain model parameters that are required for the calculations, while the JSON files contain corresponding metadata that describe the components and their damage states. The `DB` folder stores the available collections; and, for the sake of transparency and reproducibility, the `data_sources` folder provides the raw data that was used to generate the data in `DB`.
-
-Researchers and practitioners are encouraged to comment on the available data and provide feedback on what additional data they would like to see in the database. Those who have relevant data available are encouraged to contact us and contribute to the database.
-
-
-### ChangeLog
-
-#### v1.0
-
-- Initial release, includes the following collections:
-	+ FEMA P-58 2nd edition
-	+ Hazus Earthquake Model for Buildings
-	+ Hazus Earthquake Model for Transportation
-
-### Documentation
-
-Every model available in the database is documented under Damage and Loss DB in: https://nheri-simcenter.github.io/PBE-Documentation/
-
-### Acknowledgement
-
-This material is based upon work supported by the National Science Foundation under Grants No. 1621843 and No. 2131111. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the author(s) and do not necessarily reflect the views of the National Science Foundation.
-
-### Contact
-
-NHERI-SimCenter nheri-simcenter@berkeley.edu
\ No newline at end of file
diff --git a/pelicun/resources/SimCenterDBDL/combined_loss_matrices/Wind_Flood_Hazus_HU_bldg.csv b/pelicun/resources/SimCenterDBDL/combined_loss_matrices/Wind_Flood_Hazus_HU_bldg.csv
deleted file mode 100644
index 6abdd3dc3..000000000
--- a/pelicun/resources/SimCenterDBDL/combined_loss_matrices/Wind_Flood_Hazus_HU_bldg.csv
+++ /dev/null
@@ -1,11 +0,0 @@
-0.0,0.10,0.200,0.30,0.40,0.50,0.600,0.70,0.80,0.90,1.0
-0.1,0.19,0.285,0.37,0.46,0.55,0.640,0.73,0.82,0.91,1.0
-0.2,0.28,0.360,0.44,0.52,0.60,0.680,0.76,0.84,0.92,1.0
-0.3,0.37,0.440,0.51,0.58,0.65,0.720,0.79,0.86,0.93,1.0
-0.4,0.46,0.520,0.58,0.64,0.70,0.760,0.82,0.88,0.94,1.0
-0.5,0.55,0.600,0.65,0.70,0.75,0.806,0.85,0.90,0.95,1.0
-0.6,0.64,0.680,0.72,0.76,0.80,0.840,0.88,0.92,0.96,1.0
-0.7,0.73,0.760,0.79,0.82,0.85,0.880,0.91,0.94,0.97,1.0
-0.8,0.82,0.840,0.86,0.88,0.90,0.920,0.94,0.96,0.98,1.0
-0.9,0.91,0.920,0.93,0.94,0.95,0.960,0.97,0.98,0.99,1.0
-1.0,1.00,1.000,1.00,1.00,1.00,1.000,1.00,1.00,1.00,1.0
diff --git a/pelicun/resources/SimCenterDBDL/combined_loss_matrices/note.md b/pelicun/resources/SimCenterDBDL/combined_loss_matrices/note.md
deleted file mode 100644
index f13af4c86..000000000
--- a/pelicun/resources/SimCenterDBDL/combined_loss_matrices/note.md
+++ /dev/null
@@ -1 +0,0 @@
-The convention will be that the first source of loss in the file name will correspond to the rows of the CSV file and the second to the columns.
diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_FEMA_P58_2nd.csv b/pelicun/resources/SimCenterDBDL/damage_DB_FEMA_P58_2nd.csv
deleted file mode 100644
index 8661235fd..000000000
--- a/pelicun/resources/SimCenterDBDL/damage_DB_FEMA_P58_2nd.csv
+++ /dev/null
@@ -1,765 +0,0 @@
-ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS2-DamageStateWeights,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS3-DamageStateWeights,LS4-Family,LS4-Theta_0,LS4-Theta_1,LS4-DamageStateWeights
-B.10.31.001,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.04,0.4,0.950000 | 0.050000,lognormal,0.08,0.4,,lognormal,0.11,0.4,,,,,
-B.10.31.011a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.04,0.4,0.950000 | 0.050000,lognormal,0.07,0.4,,lognormal,0.1,0.4,,,,,
-B.10.31.011b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.04,0.4,0.950000 | 0.050000,lognormal,0.07,0.4,,lognormal,0.1,0.4,,,,,
-B.10.31.011c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.04,0.4,0.950000 | 0.050000,lognormal,0.07,0.4,,lognormal,0.1,0.4,,,,,
-B.10.31.021a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,0.950000 | 0.050000,lognormal,0.05,0.4,,,,,,,,,
-B.10.31.021b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,0.950000 | 0.050000,lognormal,0.05,0.4,,,,,,,,,
-B.10.31.021c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,0.950000 | 0.050000,lognormal,0.05,0.4,,,,,,,,,
-B.10.33.001a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0058,0.65,,lognormal,0.0142,0.5,,lognormal,0.0283,0.25,
-B.10.33.001b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0058,0.65,,lognormal,0.0142,0.5,,lognormal,0.0283,0.25,
-B.10.33.001c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0058,0.65,,lognormal,0.0142,0.5,,lognormal,0.0283,0.25,
-B.10.33.002a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0058,0.65,,lognormal,0.0142,0.5,,lognormal,0.0283,0.25,
-B.10.33.002b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0058,0.65,,lognormal,0.0142,0.5,,lognormal,0.0283,0.25,
-B.10.33.002c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0058,0.65,,lognormal,0.0142,0.5,,lognormal,0.0283,0.25,
-B.10.33.003a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0058,0.65,,lognormal,0.0142,0.5,,lognormal,0.0283,0.25,
-B.10.33.003b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0058,0.65,,lognormal,0.0142,0.5,,lognormal,0.0283,0.25,
-B.10.33.003c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0058,0.65,,lognormal,0.0142,0.5,,lognormal,0.0283,0.25,
-B.10.33.011a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0092,0.3,,lognormal,0.0167,0.15,,lognormal,0.0223,0.15,
-B.10.33.011b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0092,0.3,,lognormal,0.0167,0.15,,lognormal,0.0223,0.15,
-B.10.33.011c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0092,0.3,,lognormal,0.0167,0.15,,lognormal,0.0223,0.15,
-B.10.33.012a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0092,0.3,,lognormal,0.0167,0.15,,lognormal,0.0223,0.15,
-B.10.33.012b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0092,0.3,,lognormal,0.0167,0.15,,lognormal,0.0223,0.15,
-B.10.33.012c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0092,0.3,,lognormal,0.0167,0.15,,lognormal,0.0223,0.15,
-B.10.33.013a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0092,0.3,,lognormal,0.0167,0.15,,lognormal,0.0223,0.15,
-B.10.33.013b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0092,0.3,,lognormal,0.0167,0.15,,lognormal,0.0223,0.15,
-B.10.33.013c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.45,,lognormal,0.0092,0.3,,lognormal,0.0167,0.15,,lognormal,0.0223,0.15,
-B.10.33.021a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0037,0.3,,lognormal,0.0075,0.25,,lognormal,0.0145,0.25,,lognormal,0.0199,0.35,
-B.10.33.021b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0037,0.3,,lognormal,0.0075,0.25,,lognormal,0.0145,0.25,,lognormal,0.0199,0.35,
-B.10.33.021c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0037,0.3,,lognormal,0.0075,0.25,,lognormal,0.0145,0.25,,lognormal,0.0199,0.35,
-B.10.33.022a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0037,0.3,,lognormal,0.0075,0.25,,lognormal,0.0145,0.25,,lognormal,0.0199,0.35,
-B.10.33.022b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0037,0.3,,lognormal,0.0075,0.25,,lognormal,0.0145,0.25,,lognormal,0.0199,0.35,
-B.10.33.022c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0037,0.3,,lognormal,0.0075,0.25,,lognormal,0.0145,0.25,,lognormal,0.0199,0.35,
-B.10.33.023a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0037,0.3,,lognormal,0.0075,0.25,,lognormal,0.0145,0.25,,lognormal,0.0199,0.35,
-B.10.33.023b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0037,0.3,,lognormal,0.0075,0.25,,lognormal,0.0145,0.25,,lognormal,0.0199,0.35,
-B.10.33.023c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0037,0.3,,lognormal,0.0075,0.25,,lognormal,0.0145,0.25,,lognormal,0.0199,0.35,
-B.10.33.031a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0074,0.3,,lognormal,0.0121,0.25,,lognormal,0.0152,0.35,,,,,
-B.10.33.031b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0074,0.3,,lognormal,0.0121,0.25,,lognormal,0.0152,0.35,,,,,
-B.10.33.031c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0074,0.3,,lognormal,0.0121,0.25,,lognormal,0.0152,0.35,,,,,
-B.10.33.032a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0074,0.3,,lognormal,0.0121,0.25,,lognormal,0.0152,0.35,,,,,
-B.10.33.032b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0074,0.3,,lognormal,0.0121,0.25,,lognormal,0.0152,0.35,,,,,
-B.10.33.032c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0074,0.3,,lognormal,0.0121,0.25,,lognormal,0.0152,0.35,,,,,
-B.10.33.033a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0038,0.3,,lognormal,0.0075,0.55,,lognormal,0.0145,0.25,,lognormal,0.0185,0.35,
-B.10.33.033b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0038,0.3,,lognormal,0.0075,0.55,,lognormal,0.0145,0.25,,lognormal,0.0185,0.35,
-B.10.33.033c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0038,0.3,,lognormal,0.0075,0.55,,lognormal,0.0145,0.25,,lognormal,0.0185,0.35,
-B.10.33.041a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00256,0.3,,lognormal,0.0048,0.3,,lognormal,0.0112,0.3,,,,,
-B.10.33.041b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00256,0.3,,lognormal,0.0048,0.3,,lognormal,0.0112,0.3,,,,,
-B.10.33.041c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00256,0.3,,lognormal,0.0048,0.3,,lognormal,0.0112,0.3,,,,,
-B.10.33.042a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00256,0.3,,lognormal,0.0048,0.3,,lognormal,0.0112,0.3,,,,,
-B.10.33.042b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00256,0.3,,lognormal,0.0048,0.3,,lognormal,0.0112,0.3,,,,,
-B.10.33.042c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00256,0.3,,lognormal,0.0048,0.3,,lognormal,0.0112,0.3,,,,,
-B.10.33.043a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00256,0.3,,lognormal,0.0048,0.3,,lognormal,0.0112,0.3,,,,,
-B.10.33.043b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00256,0.3,,lognormal,0.0048,0.3,,lognormal,0.0112,0.3,,,,,
-B.10.33.043c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00256,0.3,,lognormal,0.0048,0.3,,lognormal,0.0112,0.3,,,,,
-B.10.33.051a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.0178,0.3,,,,,
-B.10.33.051b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.0178,0.3,,,,,
-B.10.33.051c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.0178,0.3,,,,,
-B.10.33.052a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.0178,0.3,,,,,
-B.10.33.052b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.0178,0.3,,,,,
-B.10.33.052c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.0178,0.3,,,,,
-B.10.33.053a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.0178,0.3,,,,,
-B.10.33.053b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.0178,0.3,,,,,
-B.10.33.053c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.0178,0.3,,,,,
-B.10.33.061a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.01776,0.3,,,,,
-B.10.33.061b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.01776,0.3,,,,,
-B.10.33.061c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.01776,0.3,,,,,
-B.10.33.062a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.01776,0.3,,,,,
-B.10.33.062b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.01776,0.3,,,,,
-B.10.33.062c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.01776,0.3,,,,,
-B.10.33.063a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.01776,0.3,,,,,
-B.10.33.063b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.01776,0.3,,,,,
-B.10.33.063c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.00159,0.7,,lognormal,0.01,0.3,,lognormal,0.01776,0.3,,,,,
-B.10.33.071a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0042,0.25,,,,,,,,,,,,,
-B.10.33.071b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0042,0.25,,,,,,,,,,,,,
-B.10.33.071c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0042,0.25,,,,,,,,,,,,,
-B.10.33.072a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0042,0.25,,,,,,,,,,,,,
-B.10.33.072b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0042,0.25,,,,,,,,,,,,,
-B.10.33.072c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0042,0.25,,,,,,,,,,,,,
-B.10.33.073a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0042,0.25,,,,,,,,,,,,,
-B.10.33.073b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0042,0.25,,,,,,,,,,,,,
-B.10.33.073c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0042,0.25,,,,,,,,,,,,,
-B.10.33.101a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,,,,,,,,,,,,
-B.10.33.101b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,,,,,,,,,,,,
-B.10.33.101c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,,,,,,,,,,,,
-B.10.33.111a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,,,,,,,,,,,,
-B.10.33.111b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,,,,,,,,,,,,
-B.10.33.111c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,,,,,,,,,,,,
-B.10.35.001,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.03,0.3,,lognormal,0.04,0.3,,lognormal,0.05,0.3,,,,,
-B.10.35.002,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.03,0.3,,lognormal,0.04,0.3,,lognormal,0.05,0.3,,,,,
-B.10.35.011,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.03,0.3,,lognormal,0.04,0.3,,lognormal,0.05,0.3,,,,,
-B.10.35.012,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.03,0.3,,lognormal,0.04,0.3,,lognormal,0.05,0.3,,,,,
-B.10.35.021,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.03,0.3,,lognormal,0.04,0.3,,lognormal,0.05,0.3,,,,,
-B.10.35.022,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.03,0.3,,lognormal,0.04,0.3,,lognormal,0.05,0.3,,,,,
-B.10.35.031,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.03,0.3,,lognormal,0.04,0.3,,lognormal,0.05,0.3,,,,,
-B.10.35.032,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.03,0.3,,lognormal,0.04,0.3,,lognormal,0.05,0.3,,,,,
-B.10.35.041,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.017,0.4,0.750000 | 0.250000,lognormal,0.025,0.4,0.750000 | 0.250000,lognormal,0.03,0.4,,,,,
-B.10.35.042,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.017,0.4,0.750000 | 0.250000,lognormal,0.025,0.4,0.750000 | 0.250000,lognormal,0.03,0.4,,,,,
-B.10.35.051,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.017,0.4,0.750000 | 0.250000,lognormal,0.025,0.4,0.750000 | 0.250000,lognormal,0.03,0.4,,,,,
-B.10.35.052,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.017,0.4,0.750000 | 0.250000,lognormal,0.025,0.4,0.750000 | 0.250000,lognormal,0.03,0.4,,,,,
-B.10.35.061a,0,Peak Link Rotation Angle,rad,0,1,lognormal,0.04,0.3,,lognormal,0.06,0.3,,lognormal,0.08,0.3,,,,,
-B.10.35.061b,0,Peak Link Rotation Angle,rad,0,1,lognormal,0.04,0.3,,lognormal,0.06,0.3,,lognormal,0.08,0.3,,,,,
-B.10.35.062a,0,Peak Link Rotation Angle,rad,0,1,lognormal,0.04,0.3,,lognormal,0.06,0.3,,lognormal,0.08,0.3,,,,,
-B.10.35.062b,0,Peak Link Rotation Angle,rad,0,1,lognormal,0.04,0.3,,lognormal,0.06,0.3,,lognormal,0.08,0.3,,,,,
-B.10.41.001a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.0275,0.3,,lognormal,0.05,0.3,0.800000 | 0.200000,,,,
-B.10.41.001b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.0275,0.3,,lognormal,0.05,0.3,0.800000 | 0.200000,,,,
-B.10.41.002a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.0275,0.3,,lognormal,0.05,0.3,0.800000 | 0.200000,,,,
-B.10.41.002b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.0275,0.3,,lognormal,0.05,0.3,0.800000 | 0.200000,,,,
-B.10.41.003a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.0275,0.3,,lognormal,0.05,0.3,0.800000 | 0.200000,,,,
-B.10.41.003b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.0275,0.3,,lognormal,0.05,0.3,0.800000 | 0.200000,,,,
-B.10.41.011a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.025,0.3,,lognormal,0.04,0.3,0.500000 | 0.500000,,,,
-B.10.41.011b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.025,0.3,,lognormal,0.04,0.3,0.500000 | 0.500000,,,,
-B.10.41.012a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.025,0.3,,lognormal,0.04,0.3,0.500000 | 0.500000,,,,
-B.10.41.012b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.025,0.3,,lognormal,0.04,0.3,0.500000 | 0.500000,,,,
-B.10.41.013a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.025,0.3,,lognormal,0.04,0.3,0.500000 | 0.500000,,,,
-B.10.41.013b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.025,0.3,,lognormal,0.04,0.3,0.500000 | 0.500000,,,,
-B.10.41.021a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.025,0.3,,lognormal,0.035,0.3,0.400000 | 0.600000,,,,
-B.10.41.021b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.025,0.3,,lognormal,0.035,0.3,0.400000 | 0.600000,,,,
-B.10.41.022a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.025,0.3,,lognormal,0.035,0.3,0.400000 | 0.600000,,,,
-B.10.41.022b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.025,0.3,,lognormal,0.035,0.3,0.400000 | 0.600000,,,,
-B.10.41.023a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.025,0.3,,lognormal,0.035,0.3,0.400000 | 0.600000,,,,
-B.10.41.023b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.4,,lognormal,0.025,0.3,,lognormal,0.035,0.3,0.400000 | 0.600000,,,,
-B.10.41.031a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.0225,0.4,,lognormal,0.0322,0.4,,,,,
-B.10.41.031b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.0225,0.4,,lognormal,0.0322,0.4,,,,,
-B.10.41.032a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.0225,0.4,,lognormal,0.0322,0.4,,,,,
-B.10.41.032b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.0225,0.4,,lognormal,0.0322,0.4,,,,,
-B.10.41.033a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.0225,0.4,,lognormal,0.0322,0.4,,,,,
-B.10.41.033b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.0225,0.4,,lognormal,0.0322,0.4,,,,,
-B.10.41.041a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.041b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.042a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.042b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.043a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.043b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.051a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,lognormal,0.03,0.4,,,,,
-B.10.41.051b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,lognormal,0.03,0.4,,,,,
-B.10.41.052a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,lognormal,0.03,0.4,,,,,
-B.10.41.052b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,lognormal,0.03,0.4,,,,,
-B.10.41.053a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,lognormal,0.03,0.4,,,,,
-B.10.41.053b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,lognormal,0.03,0.4,,,,,
-B.10.41.061a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.061b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.062a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.062b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.063a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.063b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.071a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0025,0.4,,lognormal,0.005,0.5,,,,,,,,,
-B.10.41.071b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0025,0.4,,lognormal,0.005,0.5,,,,,,,,,
-B.10.41.072a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0025,0.4,,lognormal,0.005,0.5,,,,,,,,,
-B.10.41.072b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0025,0.4,,lognormal,0.005,0.5,,,,,,,,,
-B.10.41.073a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0025,0.4,,lognormal,0.005,0.5,,,,,,,,,
-B.10.41.073b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0025,0.4,,lognormal,0.005,0.5,,,,,,,,,
-B.10.41.081a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.0225,0.4,,lognormal,0.0322,0.4,,,,,
-B.10.41.081b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.0225,0.4,,lognormal,0.0322,0.4,,,,,
-B.10.41.082a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.0225,0.4,,lognormal,0.0322,0.4,,,,,
-B.10.41.082b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.0225,0.4,,lognormal,0.0322,0.4,,,,,
-B.10.41.083a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.0225,0.4,,lognormal,0.0322,0.4,,,,,
-B.10.41.083b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0175,0.4,,lognormal,0.0225,0.4,,lognormal,0.0322,0.4,,,,,
-B.10.41.091a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.091b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.092a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.092b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.093a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.093b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0175,0.4,,lognormal,0.02,0.4,,,,,
-B.10.41.101a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,lognormal,0.025,0.4,,,,,
-B.10.41.101b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,lognormal,0.025,0.4,,,,,
-B.10.41.102a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,lognormal,0.025,0.4,,,,,
-B.10.41.102b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,lognormal,0.025,0.4,,,,,
-B.10.41.103a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,lognormal,0.025,0.4,,,,,
-B.10.41.103b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,lognormal,0.025,0.4,,,,,
-B.10.41.111a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,lognormal,0.025,0.4,,,,,
-B.10.41.111b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,lognormal,0.025,0.4,,,,,
-B.10.41.112a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,lognormal,0.025,0.4,,,,,
-B.10.41.112b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,lognormal,0.025,0.4,,,,,
-B.10.41.113a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,lognormal,0.025,0.4,,,,,
-B.10.41.113b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,lognormal,0.025,0.4,,,,,
-B.10.41.121a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0025,0.4,,lognormal,0.005,0.5,,,,,,,,,
-B.10.41.121b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0025,0.4,,lognormal,0.005,0.5,,,,,,,,,
-B.10.41.122a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0025,0.4,,lognormal,0.005,0.5,,,,,,,,,
-B.10.41.122b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0025,0.4,,lognormal,0.005,0.5,,,,,,,,,
-B.10.41.123a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0025,0.4,,lognormal,0.005,0.5,,,,,,,,,
-B.10.41.123b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0025,0.4,,lognormal,0.005,0.5,,,,,,,,,
-B.10.41.131a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,,,,,,,,
-B.10.41.131b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,,,,,,,,
-B.10.41.132a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,,,,,,,,
-B.10.41.132b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,,,,,,,,
-B.10.41.133a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,,,,,,,,
-B.10.41.133b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.02,0.4,,,,,,,,,
-B.10.42.001a,0,Peak Link Beam Chord Rotation,rad,0,1,lognormal,0.0179,0.38,,lognormal,0.0352,0.44,,lognormal,0.0543,0.95,,,,,
-B.10.42.001b,0,Peak Link Beam Chord Rotation,rad,0,1,lognormal,0.0203,0.39,,lognormal,0.0394,0.35,,lognormal,0.0602,1.0,,,,,
-B.10.42.002a,0,Peak Link Beam Chord Rotation,rad,0,1,lognormal,0.013700000000000002,0.21,,lognormal,0.026400000000000003,0.33,,lognormal,0.042800000000000005,0.74,,,,,
-B.10.42.002b,0,Peak Link Beam Chord Rotation,rad,0,1,lognormal,0.013700000000000002,0.21,,lognormal,0.026400000000000003,0.33,,lognormal,0.04070000000000001,0.75,,,,,
-B.10.42.011a,0,Peak Link Beam Chord Rotation,rad,0,1,lognormal,0.0179,0.38,,lognormal,0.0352,0.44,,lognormal,0.0543,0.95,,,,,
-B.10.42.011b,0,Peak Link Beam Chord Rotation,rad,0,1,lognormal,0.0203,0.39,,lognormal,0.0394,0.35,,lognormal,0.0602,1.0,,,,,
-B.10.42.012a,0,Peak Link Beam Chord Rotation,rad,0,1,lognormal,0.013700000000000002,0.21,,lognormal,0.026400000000000003,0.33,,lognormal,0.042800000000000005,0.74,,,,,
-B.10.42.012b,0,Peak Link Beam Chord Rotation,rad,0,1,lognormal,0.013700000000000002,0.21,,lognormal,0.026400000000000003,0.33,,lognormal,0.04070000000000001,0.75,,,,,
-B.10.42.021a,0,Peak Link Beam Chord Rotation,rad,0,1,lognormal,0.0179,0.38,,lognormal,0.0352,0.44,,lognormal,0.0543,0.95,,,,,
-B.10.42.021b,0,Peak Link Beam Chord Rotation,rad,0,1,lognormal,0.0203,0.39,,lognormal,0.0394,0.35,,lognormal,0.0602,1.0,,,,,
-B.10.42.022a,0,Peak Link Beam Chord Rotation,rad,0,1,lognormal,0.013700000000000002,0.21,,lognormal,0.026400000000000003,0.33,,lognormal,0.042800000000000005,0.74,,,,,
-B.10.42.022b,0,Peak Link Beam Chord Rotation,rad,0,1,lognormal,0.013700000000000002,0.21,,lognormal,0.026400000000000003,0.33,,lognormal,0.04070000000000001,0.75,,,,,
-B.10.44.001,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0055,0.36,,lognormal,0.0109,0.3,,lognormal,0.013,0.36,,,,,
-B.10.44.002,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0055,0.36,,lognormal,0.0109,0.3,,lognormal,0.013,0.36,,,,,
-B.10.44.003,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0055,0.36,,lognormal,0.0109,0.3,,lognormal,0.013,0.36,,,,,
-B.10.44.011,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0055,0.36,,lognormal,0.0109,0.3,,lognormal,0.013,0.36,,,,,
-B.10.44.012,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0055,0.36,,lognormal,0.0109,0.3,,lognormal,0.013,0.36,,,,,
-B.10.44.013,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0055,0.36,,lognormal,0.0109,0.3,,lognormal,0.013,0.36,,,,,
-B.10.44.021,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0055,0.36,,lognormal,0.0109,0.3,,lognormal,0.013,0.36,,,,,
-B.10.44.022,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0055,0.36,,lognormal,0.0109,0.3,,lognormal,0.013,0.36,,,,,
-B.10.44.023,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0055,0.36,,lognormal,0.0109,0.3,,lognormal,0.013,0.36,,,,,
-B.10.44.031,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0076,0.35,,lognormal,0.0134,0.45,,,,,,,,,
-B.10.44.032,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0076,0.35,,lognormal,0.0134,0.45,,,,,,,,,
-B.10.44.033,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0076,0.35,,lognormal,0.0134,0.45,,,,,,,,,
-B.10.44.041,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0076,0.35,,lognormal,0.0134,0.45,,,,,,,,,
-B.10.44.042,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0076,0.35,,lognormal,0.0134,0.45,,,,,,,,,
-B.10.44.043,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0076,0.35,,lognormal,0.0134,0.45,,,,,,,,,
-B.10.44.051,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0076,0.35,,lognormal,0.0134,0.45,,,,,,,,,
-B.10.44.052,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0076,0.35,,lognormal,0.0134,0.45,,,,,,,,,
-B.10.44.053,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0076,0.35,,lognormal,0.0134,0.45,,,,,,,,,
-B.10.44.061,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0033,0.35,,lognormal,0.0087,0.2,,,,,,,,,
-B.10.44.062,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0033,0.35,,lognormal,0.0087,0.2,,,,,,,,,
-B.10.44.063,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0033,0.35,,lognormal,0.0087,0.2,,,,,,,,,
-B.10.44.071,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0033,0.35,,lognormal,0.0087,0.2,,,,,,,,,
-B.10.44.072,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0033,0.35,,lognormal,0.0087,0.2,,,,,,,,,
-B.10.44.073,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0033,0.35,,lognormal,0.0087,0.2,,,,,,,,,
-B.10.44.081,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0033,0.35,,lognormal,0.0087,0.2,,,,,,,,,
-B.10.44.082,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0033,0.35,,lognormal,0.0087,0.2,,,,,,,,,
-B.10.44.083,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0033,0.35,,lognormal,0.0087,0.2,,,,,,,,,
-B.10.44.091,0,Peak Effective Drift Ratio,unitless,0,1,lognormal,0.009300000000000001,0.5,,lognormal,0.0128,0.35,,lognormal,0.018600000000000002,0.45,,,,,
-B.10.44.092,0,Peak Effective Drift Ratio,unitless,0,1,lognormal,0.009300000000000001,0.5,,lognormal,0.0128,0.35,,lognormal,0.018600000000000002,0.45,,,,,
-B.10.44.093,0,Peak Effective Drift Ratio,unitless,0,1,lognormal,0.009300000000000001,0.5,,lognormal,0.0128,0.35,,lognormal,0.018600000000000002,0.45,,,,,
-B.10.44.101,0,Peak Effective Drift Ratio,unitless,0,1,lognormal,0.009300000000000001,0.5,,lognormal,0.0128,0.35,,lognormal,0.018600000000000002,0.45,,,,,
-B.10.44.102,0,Peak Effective Drift Ratio,unitless,0,1,lognormal,0.009300000000000001,0.5,,lognormal,0.0128,0.35,,lognormal,0.018600000000000002,0.45,,,,,
-B.10.44.103,0,Peak Effective Drift Ratio,unitless,0,1,lognormal,0.009300000000000001,0.5,,lognormal,0.0128,0.35,,lognormal,0.018600000000000002,0.45,,,,,
-B.10.44.111,0,Peak Effective Drift Ratio,unitless,0,1,lognormal,0.009300000000000001,0.5,,lognormal,0.0128,0.35,,lognormal,0.018600000000000002,0.45,,,,,
-B.10.44.112,0,Peak Effective Drift Ratio,unitless,0,1,lognormal,0.009300000000000001,0.5,,lognormal,0.0128,0.35,,lognormal,0.018600000000000002,0.45,,,,,
-B.10.44.113,0,Peak Effective Drift Ratio,unitless,0,1,lognormal,0.009300000000000001,0.5,,lognormal,0.0128,0.35,,lognormal,0.018600000000000002,0.45,,,,,
-B.10.49.001a,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.025,0.25,,lognormal,0.04,0.25,,,,,,,,,
-B.10.49.001b,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.025,0.25,,lognormal,0.04,0.25,,,,,,,,,
-B.10.49.002a,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.02,0.4,,lognormal,0.035,0.4,,,,,,,,,
-B.10.49.002b,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.02,0.4,,lognormal,0.035,0.4,,,,,,,,,
-B.10.49.003a,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.012,0.4,,lognormal,0.016,0.4,,,,,,,,,
-B.10.49.003b,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.012,0.4,,lognormal,0.016,0.4,,,,,,,,,
-B.10.49.011,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.03,0.4,,lognormal,0.048,0.4,,,,,,,,,
-B.10.49.012,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.022,0.4,,lognormal,0.03,0.4,,,,,,,,,
-B.10.49.021a,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.018,0.4,,lognormal,0.03,0.4,,,,,,,,,
-B.10.49.021b,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.018,0.4,,lognormal,0.03,0.4,,,,,,,,,
-B.10.49.022a,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.013,0.5,,lognormal,0.019,0.55,,,,,,,,,
-B.10.49.022b,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.013,0.5,,lognormal,0.019,0.55,,,,,,,,,
-B.10.49.031,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.028,0.5,,lognormal,0.04,0.5,,,,,,,,,
-B.10.49.032,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.023,0.5,,lognormal,0.032,0.5,,,,,,,,,
-B.10.49.041a,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.025,0.5,,lognormal,0.042,0.5,,,,,,,,,
-B.10.49.041b,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.025,0.5,,lognormal,0.042,0.5,,,,,,,,,
-B.10.49.042a,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.017,0.5,,lognormal,0.023,0.5,,,,,,,,,
-B.10.49.042b,0,Peak Interstory Drift Ratio,unitless,0,0,lognormal,0.017,0.5,,lognormal,0.023,0.5,,,,,,,,,
-B.10.51.001,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.002,0.86,,lognormal,0.0033,0.77,,,,,,,,,
-B.10.51.002,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.002,0.86,,lognormal,0.0033,0.77,,,,,,,,,
-B.10.51.003,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0018,0.73,,lognormal,0.0051,0.65,,lognormal,0.0086,0.56,,,,,
-B.10.51.004,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0018,0.73,,lognormal,0.0051,0.65,,lognormal,0.0086,0.56,,,,,
-B.10.51.011,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.002,0.86,,lognormal,0.0033,0.77,,,,,,,,,
-B.10.51.012,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.002,0.86,,lognormal,0.0033,0.77,,,,,,,,,
-B.10.51.013,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0018,0.73,,lognormal,0.0051,0.65,,lognormal,0.0086,0.56,,,,,
-B.10.51.014,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0018,0.73,,lognormal,0.0051,0.65,,lognormal,0.0086,0.56,,,,,
-B.10.51.021,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.002,0.86,,lognormal,0.0033,0.77,,,,,,,,,
-B.10.51.022,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.002,0.86,,lognormal,0.0033,0.77,,,,,,,,,
-B.10.51.023,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0018,0.73,,lognormal,0.0051,0.65,,lognormal,0.0086,0.56,,,,,
-B.10.51.024,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0018,0.73,,lognormal,0.0051,0.65,,lognormal,0.0086,0.56,,,,,
-B.10.52.001,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0036,0.59,,lognormal,0.0059,0.51,,,,,,,,,
-B.10.52.002,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0036,0.59,,lognormal,0.0059,0.51,,,,,,,,,
-B.10.52.003,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0031,0.47,,lognormal,0.009,0.4,,lognormal,0.0151,0.32,,,,,
-B.10.52.004,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0031,0.47,,lognormal,0.009,0.4,,lognormal,0.0151,0.32,,,,,
-B.10.52.011,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0036,0.59,,lognormal,0.0059,0.51,,,,,,,,,
-B.10.52.012,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0036,0.59,,lognormal,0.0059,0.51,,,,,,,,,
-B.10.52.013,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0031,0.47,,lognormal,0.009,0.4,,lognormal,0.0151,0.32,,,,,
-B.10.52.014,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0031,0.47,,lognormal,0.009,0.4,,lognormal,0.0151,0.32,,,,,
-B.10.61.001a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.004,0.4,,lognormal,0.0226,0.3,,lognormal,0.0267,0.25,,,,,
-B.10.61.001b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.004,0.4,,lognormal,0.0226,0.3,,lognormal,0.0267,0.25,,,,,
-B.10.61.011a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0139,0.25,,lognormal,0.0179,0.25,,,,,,,,,
-B.10.61.011b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0139,0.25,,lognormal,0.0179,0.25,,,,,,,,,
-B.10.61.021a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.019,0.25,,lognormal,0.0253,0.25,,,,,,,,,
-B.10.61.021b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.019,0.25,,lognormal,0.0253,0.25,,,,,,,,,
-B.10.71.001,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.01,0.4,,lognormal,0.0175,0.4,,lognormal,0.025,0.4,,,,,
-B.10.71.002,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0262,0.19,,lognormal,0.0369,0.2,,,,,
-B.10.71.011,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0017,0.5,,lognormal,0.0035,0.4,,lognormal,0.017,0.4,,,,,
-B.10.71.012,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0025,0.44,,lognormal,0.0052,0.3,,lognormal,0.0252,0.16,,,,,
-B.10.71.031,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.01,0.4,,,,,,,,,,,,,
-B.10.71.041,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0021,0.6,,lognormal,0.0071,0.45,,lognormal,0.012,0.45,,,,,
-B.20.11.001a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.004,0.4,,lognormal,0.0226,0.3,,lognormal,0.0267,0.25,,,,,
-B.20.11.001b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.004,0.4,,lognormal,0.0226,0.3,,lognormal,0.0267,0.25,,,,,
-B.20.11.011a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0139,0.25,,lognormal,0.0179,0.25,,,,,,,,,
-B.20.11.011b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0139,0.25,,lognormal,0.0179,0.25,,,,,,,,,
-B.20.11.021a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.019,0.25,,lognormal,0.0253,0.25,,,,,,,,,
-B.20.11.021b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.019,0.25,,lognormal,0.0253,0.25,,,,,,,,,
-B.20.11.101,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.01,0.4,,lognormal,0.0175,0.4,,lognormal,0.025,0.4,,,,,
-B.20.11.102,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0025,0.44,,lognormal,0.0052,0.3,,lognormal,0.0252,0.16,,,,,
-B.20.11.111,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0017,0.5,,lognormal,0.0035,0.4,,lognormal,0.017,0.4,,,,,
-B.20.11.121,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.015,0.4,,lognormal,0.0262,0.19,,lognormal,0.0369,0.2,,,,,
-B.20.11.131,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.01,0.4,,,,,,,,,,,,,
-B.20.11.201a,1,Peak Interstory Drift Ratio,unitless,0,1,lognormal,,,0.500000 | 0.500000,,,,,,,,,,,,
-B.20.11.201b,1,Peak Floor Acceleration,g,0,0,lognormal,,,,,,,,,,,,,,,
-B.20.22.001,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0338,0.4,,lognormal,0.0383,0.4,,,,,,,,,
-B.20.22.002,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.021,0.45,,lognormal,0.024,0.45,,,,,,,,,
-B.20.22.011,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.026,0.25,,lognormal,0.0268,0.25,,lognormal,0.0339,0.25,,,,,
-B.20.22.021,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0156,0.35,,lognormal,0.0561,0.3,,,,,,,,,
-B.20.22.022,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0392,0.29,,lognormal,0.0434,0.25,,,,,,,,,
-B.20.22.023,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0347,0.26,,lognormal,0.04,0.6,,,,,,,,,
-B.20.22.031,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0138,0.25,,lognormal,0.0219,0.3,,,,,,,,,
-B.20.22.032,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0088,0.25,,lognormal,0.0108,0.25,,,,,,,,,
-B.20.22.033,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0084,0.25,,lognormal,0.0107,0.35,,,,,,,,,
-B.20.22.034,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0147,0.25,,lognormal,0.0164,0.25,,,,,,,,,
-B.20.22.035,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0181,0.25,,lognormal,0.0212,0.25,,,,,,,,,
-B.20.22.036,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.022,0.3,,lognormal,0.0257,0.25,,,,,,,,,
-B.20.22.037,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0288,0.26,,lognormal,0.04,0.6,,,,,,,,,
-B.20.22.038,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0273,0.28,,lognormal,0.0286,0.28,,,,,,,,,
-B.20.22.039,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.027,0.26,,lognormal,0.029,0.26,,,,,,,,,
-B.20.22.040,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.02,0.26,,lognormal,0.023,0.28,,,,,,,,,
-B.20.22.041,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.024,0.25,,lognormal,0.027,0.32,,,,,,,,,
-B.20.22.051,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.043,0.25,,lognormal,0.05,0.25,,,,,,,,,
-B.20.22.052,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.042,0.3,,lognormal,0.052,0.3,,,,,,,,,
-B.20.22.053,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.029,0.3,,lognormal,0.039,0.3,,,,,,,,,
-B.20.22.054,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.033,0.25,,lognormal,0.043,0.25,,,,,,,,,
-B.20.22.061,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.024,0.29,,lognormal,0.025,0.29,,,,,,,,,
-B.20.22.071,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.027,0.3,,lognormal,0.0276,0.3,,lognormal,0.0303,0.3,,,,,
-B.20.22.072,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0262,0.3,,lognormal,0.0266,0.3,,lognormal,0.0299,0.3,,,,,
-B.20.22.081,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0234,0.3,,lognormal,0.031,0.3,,,,,,,,,
-B.20.22.082,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0142,0.25,,lognormal,0.0221,0.25,,,,,,,,,
-B.20.22.083,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.026,0.11,,lognormal,0.051,0.25,,lognormal,0.054,0.25,,,,,
-B.20.22.084,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.026,0.11,,lognormal,0.051,0.25,,lognormal,0.054,0.25,,,,,
-B.20.22.091,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.026,0.11,,lognormal,0.031,0.25,,lognormal,0.032,0.25,,,,,
-B.20.22.101,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.026,0.3,,lognormal,0.027,0.3,,lognormal,0.028,0.3,,,,,
-B.20.22.201,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.026,0.45,,lognormal,0.05,0.25,,lognormal,0.1,0.25,,,,,
-B.20.23.001,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.029,0.5,,lognormal,0.0473,0.25,,lognormal,0.07,0.25,,,,,
-B.20.23.002,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0423,0.3,,lognormal,0.059,0.25,,lognormal,0.0665,0.35,,,,,
-B.20.23.011,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.029,0.5,,lognormal,0.0567,0.3,,lognormal,0.08,0.3,,,,,
-B.20.23.021,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0303,0.5,,lognormal,0.0413,0.3,,lognormal,0.051,0.3,,,,,
-B.20.23.031,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.03,1.0,,lognormal,0.052,0.4,,,,,,,,,
-B.20.23.032,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.042,0.55,,lognormal,0.05,1.0,,,,,,,,,
-B.20.23.033,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.03,1.0,,lognormal,0.05,0.4,,,,,,,,,
-B.20.23.034,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.036,0.75,,lognormal,0.05,1.0,,,,,,,,,
-B.20.23.041,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0423,0.3,,lognormal,0.059,0.25,,lognormal,0.0665,0.25,,,,,
-B.20.23.051,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.05,0.29,,lognormal,0.16,1.0,,,,,,,,,
-B.20.23.052,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.054,0.28,,lognormal,0.16,1.0,,,,,,,,,
-B.20.23.053,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.05,0.28,,lognormal,0.16,1.0,,,,,,,,,
-B.20.23.054,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.1,0.32,,lognormal,0.11,0.32,,,,,,,,,
-B.20.23.055,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.055,0.29,,lognormal,0.1,0.32,,,,,,,,,
-B.20.23.056,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.055,0.32,,lognormal,0.1,0.32,,,,,,,,,
-B.20.23.057,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.055,0.32,,lognormal,0.1,0.32,,,,,,,,,
-B.20.23.058,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.09,1.0,,lognormal,0.1,0.32,,,,,,,,,
-B.30.11.011,0,Peak Floor Acceleration,g,0,0,lognormal,1.1,0.4,,lognormal,1.4,0.4,,,,,,,,,
-B.30.11.012,0,Peak Floor Acceleration,g,0,0,lognormal,1.4,0.3,,lognormal,1.7,0.3,,,,,,,,,
-B.30.11.013,0,Peak Floor Acceleration,g,0,0,lognormal,0.5,0.4,,lognormal,0.7,0.4,,,,,,,,,
-B.30.11.014,0,Peak Floor Acceleration,g,0,0,lognormal,0.4,0.3,,lognormal,0.5,0.3,,,,,,,,,
-B.30.31.001a,0,Peak Floor Acceleration,g,0,0,lognormal,0.35,0.6,,lognormal,0.5,0.6,,,,,,,,,
-B.30.31.001b,0,Peak Floor Acceleration,g,0,0,lognormal,0.35,0.6,,lognormal,0.5,0.6,,,,,,,,,
-B.30.31.001c,0,Peak Floor Acceleration,g,0,0,lognormal,0.35,0.6,,lognormal,0.5,0.6,,,,,,,,,
-B.30.31.002a,0,Peak Floor Acceleration,g,0,0,lognormal,0.35,0.6,,lognormal,0.5,0.6,,,,,,,,,
-B.30.31.002b,0,Peak Floor Acceleration,g,0,0,lognormal,0.35,0.6,,lognormal,0.5,0.6,,,,,,,,,
-B.30.31.002c,0,Peak Floor Acceleration,g,0,0,lognormal,0.35,0.6,,lognormal,0.5,0.6,,,,,,,,,
-B.30.41.001,0,Peak Floor Acceleration,g,0,0,lognormal,0.2,0.6,,lognormal,0.4,0.6,,,,,,,,,
-C.10.11.001a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.005,0.4,,lognormal,0.01,0.3,,lognormal,0.021,0.2,,,,,
-C.10.11.001b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.01,0.3,,lognormal,0.013,0.3,,lognormal,0.018,0.3,,,,,
-C.10.11.001c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.004,0.45,,lognormal,0.011,0.35,,lognormal,0.019,0.25,,,,,
-C.10.11.001d,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.6,,lognormal,0.0095,0.45,,,,,,,,,
-C.10.11.011a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0021,0.6,,lognormal,0.0071,0.45,0.800000 | 0.200000,,,,,,,,
-C.20.11.001a,1,Peak Interstory Drift Ratio,unitless,0,1,lognormal,,,,lognormal,,,,lognormal,,,,,,,
-C.20.11.001b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.005,0.6,,lognormal,0.017,0.6,,lognormal,0.028,0.45,,,,,
-C.20.11.011a,1,Peak Interstory Drift Ratio,unitless,0,1,lognormal,,,,lognormal,,,,lognormal,,,,,,,
-C.20.11.011b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.005,0.6,,lognormal,0.017,0.6,,lognormal,0.028,0.45,,,,,
-C.20.11.021a,1,Peak Interstory Drift Ratio,unitless,0,1,lognormal,,,,lognormal,,,,lognormal,,,,,,,
-C.20.11.021b,1,Peak Interstory Drift Ratio,unitless,0,1,lognormal,,,,lognormal,,,,lognormal,,,,,,,
-C.20.11.021c,1,Peak Interstory Drift Ratio,unitless,0,1,lognormal,,,,lognormal,,,,lognormal,,,,,,,
-C.20.11.021d,1,Peak Interstory Drift Ratio,unitless,0,1,lognormal,,,,lognormal,,,,lognormal,,,,,,,
-C.20.11.031a,1,Peak Interstory Drift Ratio,unitless,0,1,lognormal,,,,lognormal,,,,lognormal,,,,,,,
-C.20.11.031b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.005,0.6,,lognormal,0.017,0.6,,lognormal,0.028,0.45,,,,,
-C.30.11.001a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0021,0.6,,,,,,,,,,,,,
-C.30.11.001b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0064,0.3,,,,,,,,,,,,,
-C.30.11.001c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.002,0.7,,,,,,,,,,,,,
-C.30.11.001d,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.7,,,,,,,,,,,,,
-C.30.11.002a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0021,0.6,,lognormal,0.0071,0.45,,,,,,,,,
-C.30.11.002b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0064,0.3,,lognormal,0.011,0.3,,,,,,,,,
-C.30.11.002c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.002,0.7,,lognormal,0.005,0.4,,,,,,,,,
-C.30.11.002d,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.7,,lognormal,0.0093,0.45,,,,,,,,,
-C.30.11.003a,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0021,0.6,,lognormal,0.0071,0.45,,,,,,,,,
-C.30.11.003b,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0064,0.3,,lognormal,0.011,0.3,,,,,,,,,
-C.30.11.003c,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.002,0.7,,lognormal,0.005,0.4,,,,,,,,,
-C.30.11.003d,0,Peak Interstory Drift Ratio,unitless,0,1,lognormal,0.0035,0.7,,lognormal,0.0093,0.45,,,,,,,,,
-C.30.21.001a,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001b,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001c,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001d,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001e,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001f,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001g,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001h,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001i,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001j,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001k,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001l,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001m,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001n,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001o,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.21.001p,1,Peak Floor Acceleration,g,1,0,lognormal,,,,,,,,,,,,,,,
-C.30.27.001,0,Peak Floor Acceleration,g,0,0,lognormal,0.5,0.5,,,,,,,,,,,,,
-C.30.27.002,0,Peak Floor Acceleration,g,0,0,lognormal,1.5,0.4,,,,,,,,,,,,,
-C.30.32.001a,0,Peak Floor Acceleration,g,1,0,lognormal,1.17,0.25,,lognormal,1.58,0.25,,lognormal,1.82,0.25,,,,,
-C.30.32.001b,0,Peak Floor Acceleration,g,1,0,lognormal,1.01,0.25,,lognormal,1.45,0.25,,lognormal,1.69,0.25,,,,,
-C.30.32.001c,0,Peak Floor Acceleration,g,1,0,lognormal,0.7,0.25,,lognormal,1.2,0.25,,lognormal,1.43,0.25,,,,,
-C.30.32.001d,0,Peak Floor Acceleration,g,1,0,lognormal,0.56,0.25,,lognormal,1.08,0.25,,lognormal,1.31,0.25,,,,,
-C.30.32.003a,0,Peak Floor Acceleration,g,1,0,lognormal,1.6,0.3,,lognormal,1.95,0.3,,lognormal,2.07,0.3,,,,,
-C.30.32.003b,0,Peak Floor Acceleration,g,1,0,lognormal,1.47,0.3,,lognormal,1.88,0.3,,lognormal,2.03,0.3,,,,,
-C.30.32.003c,0,Peak Floor Acceleration,g,1,0,lognormal,1.21,0.3,,lognormal,1.75,0.3,,lognormal,1.95,0.3,,,,,
-C.30.32.003d,0,Peak Floor Acceleration,g,1,0,lognormal,1.09,0.3,,lognormal,1.69,0.3,,lognormal,1.91,0.3,,,,,
-C.30.32.004a,0,Peak Floor Acceleration,g,1,0,lognormal,1.92,0.3,,lognormal,2.34,0.3,,lognormal,2.48,0.3,,,,,
-C.30.32.004b,0,Peak Floor Acceleration,g,1,0,lognormal,1.76,0.3,,lognormal,2.26,0.3,,lognormal,2.44,0.3,,,,,
-C.30.32.004c,0,Peak Floor Acceleration,g,1,0,lognormal,1.45,0.3,,lognormal,2.1,0.3,,lognormal,2.34,0.3,,,,,
-C.30.32.004d,0,Peak Floor Acceleration,g,1,0,lognormal,1.31,0.3,,lognormal,2.03,0.3,,lognormal,2.29,0.3,,,,,
-C.30.34.001,0,Peak Floor Acceleration,g,1,0,lognormal,0.6,0.4,,,,,,,,,,,,,
-C.30.34.002,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,,,,,,,,,,,,
-D.10.14.011,0,Peak Floor Acceleration,g,0,0,lognormal,0.39,0.45,0.015126 | 0.161954 | 0.056903 | 0.091484 | 0.032143 | 0.344153 | 0.120919 | 0.008818 | 0.003098 | 0.033171 | 0.011655 | 0.018738 | 0.006583 | 0.070489 | 0.024766,,,,,,,,,,,,
-D.10.14.012,0,Peak Floor Acceleration,g,0,0,lognormal,0.31,0.45,0.015126 | 0.161954 | 0.056903 | 0.091484 | 0.032143 | 0.344153 | 0.120919 | 0.008818 | 0.003098 | 0.033171 | 0.011655 | 0.018738 | 0.006583 | 0.070489 | 0.024766,,,,,,,,,,,,
-D.10.14.021,0,Peak Floor Acceleration,g,0,0,lognormal,0.5,0.3,0.061757 | 0.138448 | 0.059335 | 0.113220 | 0.048523 | 0.108780 | 0.046620 | 0.084629 | 0.036270 | 0.081311 | 0.034847 | 0.066495 | 0.028498 | 0.063887 | 0.027380,,,,,,,,,,,,
-D.10.14.022,0,Peak Floor Acceleration,g,0,0,lognormal,0.3,0.3,0.061757 | 0.138448 | 0.059335 | 0.113220 | 0.048523 | 0.108780 | 0.046620 | 0.084629 | 0.036270 | 0.081311 | 0.034847 | 0.066495 | 0.028498 | 0.063887 | 0.027380,,,,,,,,,,,,
-D.20.21.011a,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.6,0.4,,,,,,,,,
-D.20.21.011b,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.6,0.4,,,,,,,,,
-D.20.21.012a,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.6,0.4,,,,,,,,,
-D.20.21.012b,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.6,0.4,,,,,,,,,
-D.20.21.013a,0,Peak Floor Acceleration,g,1,0,lognormal,2.25,0.4,,lognormal,4.1,0.4,,,,,,,,,
-D.20.21.013b,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,,,,,,,,,,,,
-D.20.21.014a,0,Peak Floor Acceleration,g,1,0,lognormal,2.25,0.4,,lognormal,4.1,0.4,,,,,,,,,
-D.20.21.014b,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,,,,,,,,,,,,
-D.20.21.021a,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.6,0.4,,,,,,,,,
-D.20.21.022a,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.6,0.4,,,,,,,,,
-D.20.21.023a,0,Peak Floor Acceleration,g,1,0,lognormal,2.25,0.4,,lognormal,4.1,0.4,,,,,,,,,
-D.20.21.023b,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.20.21.024a,0,Peak Floor Acceleration,g,1,0,lognormal,2.25,0.4,,lognormal,4.1,0.4,,,,,,,,,
-D.20.21.024b,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.20.22.011a,1,Peak Floor Acceleration,g,1,0,lognormal,0.55,,,lognormal,1.1,,,,,,,,,,
-D.20.22.011b,1,Peak Floor Acceleration,g,1,0,lognormal,1.2,,,lognormal,2.4,,,,,,,,,,
-D.20.22.012a,1,Peak Floor Acceleration,g,1,0,lognormal,0.55,,,lognormal,1.1,,,,,,,,,,
-D.20.22.012b,1,Peak Floor Acceleration,g,1,0,lognormal,1.2,,,lognormal,2.4,,,,,,,,,,
-D.20.22.013a,1,Peak Floor Acceleration,g,1,0,lognormal,0.55,,,lognormal,1.1,,,,,,,,,,
-D.20.22.013b,1,Peak Floor Acceleration,g,1,0,lognormal,2.25,,,,,,,,,,,,,,
-D.20.22.014a,1,Peak Floor Acceleration,g,1,0,lognormal,0.55,,,lognormal,1.1,,,,,,,,,,
-D.20.22.014b,1,Peak Floor Acceleration,g,1,0,lognormal,3.0,,,,,,,,,,,,,,
-D.20.22.021a,1,Peak Floor Acceleration,g,1,0,lognormal,1.5,,,lognormal,2.6,,,,,,,,,,
-D.20.22.022a,1,Peak Floor Acceleration,g,1,0,lognormal,1.5,,,lognormal,2.6,,,,,,,,,,
-D.20.22.023a,1,Peak Floor Acceleration,g,1,0,lognormal,2.25,,,lognormal,4.1,,,,,,,,,,
-D.20.22.023b,1,Peak Floor Acceleration,g,1,0,lognormal,1.5,,,lognormal,2.25,,,,,,,,,,
-D.20.22.024a,1,Peak Floor Acceleration,g,1,0,lognormal,2.25,,,lognormal,4.1,,,,,,,,,,
-D.20.22.024b,1,Peak Floor Acceleration,g,1,0,lognormal,1.5,,,lognormal,2.25,,,,,,,,,,
-D.20.31.011b,1,Peak Floor Acceleration,g,1,0,lognormal,1.2,,,lognormal,2.4,,,,,,,,,,
-D.20.31.012b,1,Peak Floor Acceleration,g,1,0,lognormal,1.2,,,lognormal,2.4,,,,,,,,,,
-D.20.31.013b,1,Peak Floor Acceleration,g,1,0,lognormal,2.25,,,,,,,,,,,,,,
-D.20.31.014b,1,Peak Floor Acceleration,g,1,0,lognormal,3.0,,,,,,,,,,,,,,
-D.20.31.021a,1,Peak Floor Acceleration,g,1,0,lognormal,2.25,,,,,,,,,,,,,,
-D.20.31.021b,1,Peak Floor Acceleration,g,1,0,lognormal,1.2,,,lognormal,2.4,,,,,,,,,,
-D.20.31.022a,1,Peak Floor Acceleration,g,1,0,lognormal,1.2,,,,,,,,,,,,,,
-D.20.31.022b,1,Peak Floor Acceleration,g,1,0,lognormal,1.2,,,lognormal,2.4,,,,,,,,,,
-D.20.31.023a,1,Peak Floor Acceleration,g,1,0,lognormal,3.0,,,,,,,,,,,,,,
-D.20.31.023b,1,Peak Floor Acceleration,g,1,0,lognormal,2.25,,,,,,,,,,,,,,
-D.20.31.024a,1,Peak Floor Acceleration,g,1,0,lognormal,3.0,,,,,,,,,,,,,,
-D.20.31.024b,1,Peak Floor Acceleration,g,1,0,lognormal,2.25,,,,,,,,,,,,,,
-D.20.51.011a,1,Peak Floor Acceleration,g,1,0,lognormal,0.55,,,lognormal,1.1,,,,,,,,,,
-D.20.51.011b,1,Peak Floor Acceleration,g,1,0,lognormal,1.2,,,lognormal,2.4,,,,,,,,,,
-D.20.51.012a,1,Peak Floor Acceleration,g,1,0,lognormal,0.55,,,lognormal,1.1,,,,,,,,,,
-D.20.51.012b,1,Peak Floor Acceleration,g,1,0,lognormal,1.2,,,lognormal,2.4,,,,,,,,,,
-D.20.51.013a,1,Peak Floor Acceleration,g,1,0,lognormal,0.55,,,lognormal,1.1,,,,,,,,,,
-D.20.51.013b,1,Peak Floor Acceleration,g,1,0,lognormal,2.25,,,,,,,,,,,,,,
-D.20.51.014a,1,Peak Floor Acceleration,g,1,0,lognormal,0.55,,,lognormal,1.1,,,,,,,,,,
-D.20.51.014b,1,Peak Floor Acceleration,g,1,0,lognormal,3.0,,,,,,,,,,,,,,
-D.20.51.021a,1,Peak Floor Acceleration,g,1,0,lognormal,1.5,,,lognormal,2.6,,,,,,,,,,
-D.20.51.021b,1,Peak Floor Acceleration,g,1,0,lognormal,2.25,,,,,,,,,,,,,,
-D.20.51.022a,1,Peak Floor Acceleration,g,1,0,lognormal,1.5,,,lognormal,2.6,,,,,,,,,,
-D.20.51.023a,1,Peak Floor Acceleration,g,1,0,lognormal,2.25,,,lognormal,4.1,,,,,,,,,,
-D.20.51.023b,1,Peak Floor Acceleration,g,1,0,lognormal,1.5,,,lognormal,2.25,,,,,,,,,,
-D.20.51.024a,1,Peak Floor Acceleration,g,1,0,lognormal,2.25,,,lognormal,4.1,,,,,,,,,,
-D.20.51.024b,1,Peak Floor Acceleration,g,1,0,lognormal,1.5,,,lognormal,2.25,,,,,,,,,,
-D.20.61.011a,1,Peak Floor Acceleration,g,1,0,lognormal,0.55,,,lognormal,1.1,,,,,,,,,,
-D.20.61.011b,1,Peak Floor Acceleration,g,1,0,lognormal,1.2,,,lognormal,2.4,,,,,,,,,,
-D.20.61.012a,1,Peak Floor Acceleration,g,1,0,lognormal,0.55,,,lognormal,1.1,,,,,,,,,,
-D.20.61.012b,1,Peak Floor Acceleration,g,1,0,lognormal,1.2,,,lognormal,2.4,,,,,,,,,,
-D.20.61.013a,1,Peak Floor Acceleration,g,1,0,lognormal,0.55,,,lognormal,1.1,,,,,,,,,,
-D.20.61.013b,1,Peak Floor Acceleration,g,1,0,lognormal,2.25,,,,,,,,,,,,,,
-D.20.61.014a,1,Peak Floor Acceleration,g,1,0,lognormal,0.55,,,lognormal,1.1,,,,,,,,,,
-D.20.61.014b,1,Peak Floor Acceleration,g,1,0,lognormal,3.0,,,,,,,,,,,,,,
-D.20.61.021a,1,Peak Floor Acceleration,g,1,0,lognormal,1.5,,,lognormal,2.6,,,,,,,,,,
-D.20.61.022a,1,Peak Floor Acceleration,g,1,0,lognormal,1.5,,,lognormal,2.6,,,,,,,,,,
-D.20.61.023a,0,Peak Floor Acceleration,g,1,0,lognormal,2.25,0.4,,lognormal,4.1,0.4,,,,,,,,,
-D.20.61.023b,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.20.61.024a,0,Peak Floor Acceleration,g,1,0,lognormal,2.25,0.4,,lognormal,4.1,0.4,,,,,,,,,
-D.20.61.024b,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.30.31.011a,0,Peak Floor Acceleration,g,0,0,lognormal,0.2,0.4,,,,,,,,,,,,,
-D.30.31.011b,0,Peak Floor Acceleration,g,0,0,lognormal,0.2,0.4,,,,,,,,,,,,,
-D.30.31.011c,0,Peak Floor Acceleration,g,0,0,lognormal,0.2,0.4,,,,,,,,,,,,,
-D.30.31.011d,0,Peak Floor Acceleration,g,0,0,lognormal,0.2,0.4,,,,,,,,,,,,,
-D.30.31.012a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.012b,0,Peak Floor Acceleration,g,0,0,lognormal,0.43,0.6,,,,,,,,,,,,,
-D.30.31.012c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.012d,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.012e,0,Peak Floor Acceleration,g,0,0,lognormal,0.43,0.6,,,,,,,,,,,,,
-D.30.31.012f,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.012g,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.012h,0,Peak Floor Acceleration,g,0,0,lognormal,0.43,0.6,,,,,,,,,,,,,
-D.30.31.012i,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.012j,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.012k,0,Peak Floor Acceleration,g,0,0,lognormal,0.43,0.6,,,,,,,,,,,,,
-D.30.31.012l,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.013a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.013b,0,Peak Floor Acceleration,g,0,0,lognormal,0.72,0.2,,,,,,,,,,,,,
-D.30.31.013c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.013d,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.013e,0,Peak Floor Acceleration,g,0,0,lognormal,0.72,0.2,,,,,,,,,,,,,
-D.30.31.013f,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.013g,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.013h,0,Peak Floor Acceleration,g,0,0,lognormal,0.72,0.2,,,,,,,,,,,,,
-D.30.31.013i,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.013j,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.013k,0,Peak Floor Acceleration,g,0,0,lognormal,0.72,0.2,,,,,,,,,,,,,
-D.30.31.013l,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.021a,0,Peak Floor Acceleration,g,0,0,lognormal,0.5,0.4,,,,,,,,,,,,,
-D.30.31.021b,0,Peak Floor Acceleration,g,0,0,lognormal,0.5,0.4,,,,,,,,,,,,,
-D.30.31.021c,0,Peak Floor Acceleration,g,0,0,lognormal,0.5,0.4,,,,,,,,,,,,,
-D.30.31.021d,0,Peak Floor Acceleration,g,0,0,lognormal,0.5,0.4,,,,,,,,,,,,,
-D.30.31.022a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.022b,0,Peak Floor Acceleration,g,0,0,lognormal,0.97,0.6,,,,,,,,,,,,,
-D.30.31.022c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.022d,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.022e,0,Peak Floor Acceleration,g,0,0,lognormal,0.97,0.6,,,,,,,,,,,,,
-D.30.31.022f,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.022g,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.022h,0,Peak Floor Acceleration,g,0,0,lognormal,0.97,0.6,,,,,,,,,,,,,
-D.30.31.022i,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.022j,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.022k,0,Peak Floor Acceleration,g,0,0,lognormal,0.97,0.6,,,,,,,,,,,,,
-D.30.31.022l,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.023a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.023b,0,Peak Floor Acceleration,g,0,0,lognormal,1.52,0.4,,,,,,,,,,,,,
-D.30.31.023c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.023d,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.023e,0,Peak Floor Acceleration,g,0,0,lognormal,1.52,0.4,,,,,,,,,,,,,
-D.30.31.023f,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.023g,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.023h,0,Peak Floor Acceleration,g,0,0,lognormal,1.52,0.4,,,,,,,,,,,,,
-D.30.31.023i,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.31.023j,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.31.023k,0,Peak Floor Acceleration,g,0,0,lognormal,1.52,0.4,,,,,,,,,,,,,
-D.30.31.023l,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.32.011a,0,Peak Floor Acceleration,g,0,0,lognormal,0.25,0.45,0.500000 | 0.500000,,,,,,,,,,,,
-D.30.32.011b,0,Peak Floor Acceleration,g,0,0,lognormal,0.25,0.45,0.500000 | 0.500000,,,,,,,,,,,,
-D.30.32.011c,0,Peak Floor Acceleration,g,0,0,lognormal,0.25,0.45,0.500000 | 0.500000,,,,,,,,,,,,
-D.30.32.011d,0,Peak Floor Acceleration,g,0,0,lognormal,0.25,0.45,0.500000 | 0.500000,,,,,,,,,,,,
-D.30.32.012a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.32.012b,0,Peak Floor Acceleration,g,0,0,lognormal,0.47,0.2,0.500000 | 0.500000,,,,,,,,,,,,
-D.30.32.012c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.250000 | 0.250000,,,,,,,,,,,,
-D.30.32.012d,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.32.012e,0,Peak Floor Acceleration,g,0,0,lognormal,0.47,0.2,0.500000 | 0.500000,,,,,,,,,,,,
-D.30.32.012f,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.250000 | 0.250000,,,,,,,,,,,,
-D.30.32.012g,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.32.012h,0,Peak Floor Acceleration,g,0,0,lognormal,0.47,0.2,0.500000 | 0.500000,,,,,,,,,,,,
-D.30.32.012i,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.250000 | 0.250000,,,,,,,,,,,,
-D.30.32.012j,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.32.012k,0,Peak Floor Acceleration,g,0,0,lognormal,0.47,0.2,0.500000 | 0.500000,,,,,,,,,,,,
-D.30.32.012l,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.250000 | 0.250000,,,,,,,,,,,,
-D.30.32.013a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.32.013b,0,Peak Floor Acceleration,g,0,0,lognormal,1.84,0.6,0.500000 | 0.500000,,,,,,,,,,,,
-D.30.32.013c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.250000 | 0.250000,,,,,,,,,,,,
-D.30.32.013d,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.32.013e,0,Peak Floor Acceleration,g,0,0,lognormal,1.84,0.6,0.500000 | 0.500000,,,,,,,,,,,,
-D.30.32.013f,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.250000 | 0.250000,,,,,,,,,,,,
-D.30.32.013g,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.32.013h,0,Peak Floor Acceleration,g,0,0,lognormal,1.84,0.6,0.500000 | 0.500000,,,,,,,,,,,,
-D.30.32.013i,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.250000 | 0.250000,,,,,,,,,,,,
-D.30.32.013j,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.32.013k,0,Peak Floor Acceleration,g,0,0,lognormal,1.84,0.6,0.500000 | 0.500000,,,,,,,,,,,,
-D.30.32.013l,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.250000 | 0.250000,,,,,,,,,,,,
-D.30.41.001a,0,Peak Floor Acceleration,g,1,0,lognormal,1.92,0.5,,lognormal,2.4,0.5,,,,,,,,,
-D.30.41.001b,0,Peak Floor Acceleration,g,1,0,lognormal,1.92,0.5,,lognormal,2.4,0.5,,,,,,,,,
-D.30.41.001c,0,Peak Floor Acceleration,g,1,0,lognormal,2.25,0.4,,lognormal,2.6,0.4,,,,,,,,,
-D.30.41.001d,0,Peak Floor Acceleration,g,1,0,lognormal,2.25,0.4,,lognormal,2.6,0.4,,,,,,,,,
-D.30.41.002a,0,Peak Floor Acceleration,g,1,0,lognormal,1.9,0.4,,,,,,,,,,,,,
-D.30.41.002b,0,Peak Floor Acceleration,g,1,0,lognormal,1.9,0.4,,,,,,,,,,,,,
-D.30.41.002c,0,Peak Floor Acceleration,g,1,0,lognormal,2.25,0.4,,,,,,,,,,,,,
-D.30.41.002d,0,Peak Floor Acceleration,g,1,0,lognormal,2.25,0.4,,,,,,,,,,,,,
-D.30.41.011a,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.30.41.011b,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.30.41.011c,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.30.41.011d,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.30.41.012a,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.30.41.012b,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.30.41.012c,0,Peak Floor Acceleration,g,1,0,lognormal,3.75,0.4,,lognormal,4.5,0.4,,,,,,,,,
-D.30.41.012d,0,Peak Floor Acceleration,g,1,0,lognormal,3.75,0.4,,lognormal,4.5,0.4,,,,,,,,,
-D.30.41.021a,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.30.41.021b,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.30.41.021c,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.30.41.021d,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.30.41.022a,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.30.41.022b,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.30.41.022c,0,Peak Floor Acceleration,g,1,0,lognormal,3.75,0.4,,lognormal,4.5,0.4,,,,,,,,,
-D.30.41.022d,0,Peak Floor Acceleration,g,1,0,lognormal,3.75,0.4,,lognormal,4.5,0.4,,,,,,,,,
-D.30.41.031a,0,Peak Floor Acceleration,g,1,0,lognormal,1.3,0.4,,,,,,,,,,,,,
-D.30.41.031b,0,Peak Floor Acceleration,g,1,0,lognormal,1.3,0.4,,,,,,,,,,,,,
-D.30.41.032a,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,,,,,,,,,,,,
-D.30.41.032b,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,,,,,,,,,,,,
-D.30.41.032c,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,,,,,,,,,,,,
-D.30.41.032d,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,,,,,,,,,,,,
-D.30.41.041a,0,Peak Floor Acceleration,g,1,0,lognormal,1.9,0.4,,,,,,,,,,,,,
-D.30.41.041b,0,Peak Floor Acceleration,g,1,0,lognormal,1.9,0.4,,,,,,,,,,,,,
-D.30.41.101a,0,Peak Floor Acceleration,g,0,0,lognormal,0.5,0.4,,,,,,,,,,,,,
-D.30.41.102a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.41.102b,0,Peak Floor Acceleration,g,0,0,lognormal,1.0,0.6,,,,,,,,,,,,,
-D.30.41.102c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.41.103a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.41.103b,0,Peak Floor Acceleration,g,0,0,lognormal,4.8,0.6,,,,,,,,,,,,,
-D.30.41.103c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.30.52.011a,0,Peak Floor Acceleration,g,0,0,lognormal,0.25,0.4,0.670000 | 0.330000,,,,,,,,,,,,
-D.30.52.011b,0,Peak Floor Acceleration,g,0,0,lognormal,0.25,0.4,0.670000 | 0.330000,,,,,,,,,,,,
-D.30.52.011c,0,Peak Floor Acceleration,g,0,0,lognormal,0.25,0.4,0.670000 | 0.330000,,,,,,,,,,,,
-D.30.52.011d,0,Peak Floor Acceleration,g,0,0,lognormal,0.25,0.4,0.670000 | 0.330000,,,,,,,,,,,,
-D.30.52.013a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.52.013b,0,Peak Floor Acceleration,g,0,0,lognormal,1.54,0.6,0.670000 | 0.330000,,,,,,,,,,,,
-D.30.52.013c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.350000 | 0.150000,,,,,,,,,,,,
-D.30.52.013d,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.52.013e,0,Peak Floor Acceleration,g,0,0,lognormal,1.54,0.6,0.670000 | 0.330000,,,,,,,,,,,,
-D.30.52.013f,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.350000 | 0.150000,,,,,,,,,,,,
-D.30.52.013g,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.52.013h,0,Peak Floor Acceleration,g,0,0,lognormal,1.54,0.6,0.670000 | 0.330000,,,,,,,,,,,,
-D.30.52.013i,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.350000 | 0.150000,,,,,,,,,,,,
-D.30.52.013j,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.52.013k,0,Peak Floor Acceleration,g,0,0,lognormal,1.54,0.6,0.670000 | 0.330000,,,,,,,,,,,,
-D.30.52.013l,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.350000 | 0.150000,,,,,,,,,,,,
-D.30.67.011a,0,Peak Floor Acceleration,g,0,0,lognormal,0.69,0.4,,,,,,,,,,,,,
-D.30.67.012a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.30.67.012b,0,Peak Floor Acceleration,g,0,0,lognormal,3.0,0.4,,,,,,,,,,,,,
-D.30.67.012c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.40.11.021a,0,Peak Floor Acceleration,g,1,0,lognormal,1.1,0.4,,lognormal,2.4,0.5,,,,,,,,,
-D.40.11.022a,0,Peak Floor Acceleration,g,1,0,lognormal,1.1,0.4,,lognormal,2.4,0.5,,,,,,,,,
-D.40.11.023a,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.6,0.4,,,,,,,,,
-D.40.11.024a,0,Peak Floor Acceleration,g,1,0,lognormal,1.9,0.4,,lognormal,3.4,0.4,,,,,,,,,
-D.40.11.031a,0,Peak Floor Acceleration,g,1,0,lognormal,0.75,0.4,,lognormal,0.95,0.4,,,,,,,,,
-D.40.11.032a,0,Peak Floor Acceleration,g,1,0,lognormal,0.75,0.4,,lognormal,0.95,0.4,,,,,,,,,
-D.40.11.033a,0,Peak Floor Acceleration,g,1,0,lognormal,0.95,0.4,,,,,,,,,,,,,
-D.40.11.034a,0,Peak Floor Acceleration,g,1,0,lognormal,1.3,0.4,,,,,,,,,,,,,
-D.40.11.041a,0,Peak Floor Acceleration,g,1,0,lognormal,0.55,0.4,,lognormal,0.95,0.4,,,,,,,,,
-D.40.11.042a,0,Peak Floor Acceleration,g,1,0,lognormal,0.55,0.4,,lognormal,0.95,0.4,,,,,,,,,
-D.40.11.053a,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.40.11.054a,0,Peak Floor Acceleration,g,1,0,lognormal,1.9,0.4,,lognormal,3.0,0.4,,,,,,,,,
-D.40.11.063a,0,Peak Floor Acceleration,g,1,0,lognormal,0.55,0.4,,lognormal,1.3,0.4,,,,,,,,,
-D.40.11.064a,0,Peak Floor Acceleration,g,1,0,lognormal,1.1,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.40.11.071a,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.40.11.072a,0,Peak Floor Acceleration,g,1,0,lognormal,1.5,0.4,,lognormal,2.25,0.4,,,,,,,,,
-D.40.11.073a,0,Peak Floor Acceleration,g,1,0,lognormal,2.6,0.4,,lognormal,3.0,0.4,,,,,,,,,
-D.40.11.074a,0,Peak Floor Acceleration,g,1,0,lognormal,3.75,0.4,,lognormal,4.5,0.4,,,,,,,,,
-D.50.11.011a,0,Peak Floor Acceleration,g,0,0,lognormal,1.01,0.6,,,,,,,,,,,,,
-D.50.11.011b,0,Peak Floor Acceleration,g,0,0,lognormal,1.01,0.6,,,,,,,,,,,,,
-D.50.11.011c,0,Peak Floor Acceleration,g,0,0,lognormal,1.01,0.6,,,,,,,,,,,,,
-D.50.11.011d,0,Peak Floor Acceleration,g,0,0,lognormal,1.01,0.6,,,,,,,,,,,,,
-D.50.11.013a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.11.013b,0,Peak Floor Acceleration,g,0,0,lognormal,3.05,0.5,,,,,,,,,,,,,
-D.50.11.013c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.50.11.013d,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.11.013e,0,Peak Floor Acceleration,g,0,0,lognormal,3.05,0.5,,,,,,,,,,,,,
-D.50.11.013f,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.50.11.013g,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.11.013h,0,Peak Floor Acceleration,g,0,0,lognormal,3.05,0.5,,,,,,,,,,,,,
-D.50.11.013i,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.50.11.013j,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.11.013k,0,Peak Floor Acceleration,g,0,0,lognormal,3.05,0.5,,,,,,,,,,,,,
-D.50.11.013l,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.50.12.013a,0,Peak Floor Acceleration,g,0,0,lognormal,0.73,0.45,,,,,,,,,,,,,
-D.50.12.013b,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.12.013c,0,Peak Floor Acceleration,g,0,0,lognormal,2.5,0.4,,,,,,,,,,,,,
-D.50.12.013d,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.50.12.021a,0,Peak Floor Acceleration,g,0,0,lognormal,1.28,0.4,,,,,,,,,,,,,
-D.50.12.021b,0,Peak Floor Acceleration,g,0,0,lognormal,1.28,0.4,,,,,,,,,,,,,
-D.50.12.021c,0,Peak Floor Acceleration,g,0,0,lognormal,1.28,0.4,,,,,,,,,,,,,
-D.50.12.021d,0,Peak Floor Acceleration,g,0,0,lognormal,1.28,0.4,,,,,,,,,,,,,
-D.50.12.023a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.12.023b,0,Peak Floor Acceleration,g,0,0,lognormal,2.4,0.4,,,,,,,,,,,,,
-D.50.12.023c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.50.12.023d,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.12.023e,0,Peak Floor Acceleration,g,0,0,lognormal,2.4,0.4,,,,,,,,,,,,,
-D.50.12.023f,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.50.12.023g,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.12.023h,0,Peak Floor Acceleration,g,0,0,lognormal,2.4,0.4,,,,,,,,,,,,,
-D.50.12.023i,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.50.12.023j,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.12.023k,0,Peak Floor Acceleration,g,0,0,lognormal,2.4,0.4,,,,,,,,,,,,,
-D.50.12.023l,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.50.12.031a,0,Peak Floor Acceleration,g,0,0,lognormal,2.16,0.45,,,,,,,,,,,,,
-D.50.12.031b,0,Peak Floor Acceleration,g,0,0,lognormal,2.16,0.45,,,,,,,,,,,,,
-D.50.12.031c,0,Peak Floor Acceleration,g,0,0,lognormal,2.16,0.45,,,,,,,,,,,,,
-D.50.12.031d,0,Peak Floor Acceleration,g,0,0,lognormal,2.16,0.45,,,,,,,,,,,,,
-D.50.12.033a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.12.033b,0,Peak Floor Acceleration,g,0,0,lognormal,3.05,0.4,,,,,,,,,,,,,
-D.50.12.033c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.50.12.033d,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.12.033e,0,Peak Floor Acceleration,g,0,0,lognormal,3.05,0.4,,,,,,,,,,,,,
-D.50.12.033f,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.50.12.033g,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.12.033h,0,Peak Floor Acceleration,g,0,0,lognormal,3.05,0.4,,,,,,,,,,,,,
-D.50.12.033i,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.50.12.033j,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.12.033k,0,Peak Floor Acceleration,g,0,0,lognormal,3.05,0.4,,,,,,,,,,,,,
-D.50.12.033l,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.500000,,,,,,,,,,,,
-D.50.92.011a,0,Peak Floor Acceleration,g,0,0,lognormal,1.11,0.6,0.450000 | 0.000000 | 0.450000 | 0.000000 | 0.050000 | 0.000000 | 0.050000,,,,,,,,,,,,
-D.50.92.013a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.92.013b,0,Peak Floor Acceleration,g,0,0,lognormal,2.32,0.2,0.450000 | 0.000000 | 0.450000 | 0.000000 | 0.050000 | 0.000000 | 0.050000,,,,,,,,,,,,
-D.50.92.013c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.150000 | 0.250000 | 0.100000,,,,,,,,,,,,
-D.50.92.021a,0,Peak Floor Acceleration,g,0,0,lognormal,1.07,0.4,0.500000 | 0.500000,,,,,,,,,,,,
-D.50.92.023a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.92.023b,0,Peak Floor Acceleration,g,0,0,lognormal,2.7,0.6,0.500000 | 0.500000,,,,,,,,,,,,
-D.50.92.023c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.250000 | 0.250000,,,,,,,,,,,,
-D.50.92.031a,0,Peak Floor Acceleration,g,0,0,lognormal,0.9,0.4,0.700000 | 0.100000 | 0.100000 | 0.100000,,,,,,,,,,,,
-D.50.92.031b,0,Peak Floor Acceleration,g,0,0,lognormal,0.9,0.4,0.700000 | 0.100000 | 0.100000 | 0.100000,,,,,,,,,,,,
-D.50.92.031c,0,Peak Floor Acceleration,g,0,0,lognormal,0.9,0.4,0.700000 | 0.100000 | 0.100000 | 0.100000,,,,,,,,,,,,
-D.50.92.031d,0,Peak Floor Acceleration,g,0,0,lognormal,0.9,0.4,0.700000 | 0.100000 | 0.100000 | 0.100000,,,,,,,,,,,,
-D.50.92.032a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.92.032b,0,Peak Floor Acceleration,g,0,0,lognormal,1.07,0.4,0.700000 | 0.100000 | 0.100000 | 0.100000,,,,,,,,,,,,
-D.50.92.032c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.400000 | 0.050000 | 0.050000,,,,,,,,,,,,
-D.50.92.032d,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.92.032e,0,Peak Floor Acceleration,g,0,0,lognormal,1.07,0.4,0.700000 | 0.100000 | 0.100000 | 0.100000,,,,,,,,,,,,
-D.50.92.032f,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.400000 | 0.050000 | 0.050000,,,,,,,,,,,,
-D.50.92.032g,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.92.032h,0,Peak Floor Acceleration,g,0,0,lognormal,1.07,0.4,0.700000 | 0.100000 | 0.100000 | 0.100000,,,,,,,,,,,,
-D.50.92.032i,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.400000 | 0.050000 | 0.050000,,,,,,,,,,,,
-D.50.92.032j,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.92.032k,0,Peak Floor Acceleration,g,0,0,lognormal,1.07,0.4,0.700000 | 0.100000 | 0.100000 | 0.100000,,,,,,,,,,,,
-D.50.92.032l,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.400000 | 0.050000 | 0.050000,,,,,,,,,,,,
-D.50.92.033a,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.92.033b,0,Peak Floor Acceleration,g,0,0,lognormal,2.0,0.2,0.700000 | 0.100000 | 0.100000 | 0.100000,,,,,,,,,,,,
-D.50.92.033c,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.400000 | 0.050000 | 0.050000,,,,,,,,,,,,
-D.50.92.033d,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.92.033e,0,Peak Floor Acceleration,g,0,0,lognormal,2.0,0.2,0.700000 | 0.100000 | 0.100000 | 0.100000,,,,,,,,,,,,
-D.50.92.033f,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.400000 | 0.050000 | 0.050000,,,,,,,,,,,,
-D.50.92.033g,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.92.033h,0,Peak Floor Acceleration,g,0,0,lognormal,2.0,0.2,0.700000 | 0.100000 | 0.100000 | 0.100000,,,,,,,,,,,,
-D.50.92.033i,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.400000 | 0.050000 | 0.050000,,,,,,,,,,,,
-D.50.92.033j,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.700000 | 0.300000,,,,,,,,,,,,
-D.50.92.033k,0,Peak Floor Acceleration,g,0,0,lognormal,2.0,0.2,0.700000 | 0.100000 | 0.100000 | 0.100000,,,,,,,,,,,,
-D.50.92.033l,1,Peak Floor Acceleration,g,0,0,lognormal,,,0.350000 | 0.150000 | 0.400000 | 0.050000 | 0.050000,,,,,,,,,,,,
-E.20.22.001,0,Peak Floor Acceleration,g,0,0,lognormal,1.0,0.4,,,,,,,,,,,,,
-E.20.22.010,0,Peak Floor Acceleration,g,0,0,lognormal,0.4,0.6,,,,,,,,,,,,,
-E.20.22.011,0,Peak Floor Acceleration,g,0,0,lognormal,1.0,0.5,,,,,,,,,,,,,
-E.20.22.012,0,Peak Floor Acceleration,g,0,0,lognormal,0.6,0.6,,,,,,,,,,,,,
-E.20.22.013,0,Peak Floor Acceleration,g,0,0,lognormal,0.25,0.5,,,,,,,,,,,,,
-E.20.22.020,0,Peak Floor Acceleration,g,0,0,lognormal,0.8,0.45,,,,,,,,,,,,,
-E.20.22.021,0,Peak Floor Acceleration,g,0,0,lognormal,2.5,0.5,,,,,,,,,,,,,
-E.20.22.022,0,Peak Floor Acceleration,g,0,0,lognormal,1.0,0.5,,,,,,,,,,,,,
-E.20.22.023,0,Peak Floor Acceleration,g,0,0,lognormal,0.4,0.5,,,,,,,,,,,,,
-E.20.22.102a,0,Peak Floor Velocity,mps,0,0,lognormal,0.724,0.5,,,,,,,,,,,,,
-E.20.22.102b,1,Peak Floor Acceleration,g,0,0,lognormal,,,,,,,,,,,,,,,
-E.20.22.103a,0,Peak Floor Velocity,mps,0,0,lognormal,0.493,0.5,,,,,,,,,,,,,
-E.20.22.103b,1,Peak Floor Acceleration,g,0,0,lognormal,,,,,,,,,,,,,,,
-E.20.22.104a,0,Peak Floor Velocity,mps,0,0,lognormal,0.361,0.5,,,,,,,,,,,,,
-E.20.22.104b,1,Peak Floor Acceleration,g,0,0,lognormal,,,,,,,,,,,,,,,
-E.20.22.105a,0,Peak Floor Velocity,mps,0,0,lognormal,0.29,0.5,,,,,,,,,,,,,
-E.20.22.105b,1,Peak Floor Acceleration,g,0,0,lognormal,,,,,,,,,,,,,,,
-E.20.22.106a,0,Peak Floor Velocity,mps,0,0,lognormal,0.251,0.5,,,,,,,,,,,,,
-E.20.22.106b,1,Peak Floor Acceleration,g,0,0,lognormal,,,,,,,,,,,,,,,
-E.20.22.112a,0,Peak Floor Velocity,mps,0,0,lognormal,1.229,0.5,,,,,,,,,,,,,
-E.20.22.112b,1,Peak Floor Velocity,mps,0,0,lognormal,,,,,,,,,,,,,,,
-E.20.22.114a,0,Peak Floor Velocity,mps,0,0,lognormal,0.498,0.5,,,,,,,,,,,,,
-E.20.22.114b,1,Peak Floor Velocity,mps,0,0,lognormal,,,,,,,,,,,,,,,
-E.20.22.124a,0,Peak Floor Velocity,mps,0,0,lognormal,0.688,0.5,,,,,,,,,,,,,
-E.20.22.124b,1,Peak Floor Acceleration,g,0,0,lognormal,,,,,,,,,,,,,,,
-E.20.22.125a,0,Peak Floor Velocity,mps,0,0,lognormal,0.526,0.5,,,,,,,,,,,,,
-E.20.22.125b,1,Peak Floor Acceleration,g,0,0,lognormal,,,,,,,,,,,,,,,
-F.10.12.001,0,Peak Floor Acceleration,g,0,0,lognormal,0.42,0.4,0.600000 | 0.400000,,,,,,,,,,,,
diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_FEMA_P58_2nd.json b/pelicun/resources/SimCenterDBDL/damage_DB_FEMA_P58_2nd.json
deleted file mode 100644
index e19590231..000000000
--- a/pelicun/resources/SimCenterDBDL/damage_DB_FEMA_P58_2nd.json
+++ /dev/null
@@ -1,16576 +0,0 @@
-{
-  "_GeneralInformation": {
-    "ShortName": "FEMA P-58 2nd Edition",
-    "Description": "The models in this dataset are based on the 2nd edition of FEMA P-58. Specifically, the parameters are parsed from the FEMAP-58_FragilityDatabase_v3.1.2.xls file that is published as part of Volume 3 of the methodology. A few obvious typos and errors have been fixed in that file; these adjustments are captured in the changelog at https://github.com/NHERI-SimCenter/DB_DamageAndLoss/blob/main/data_sources/FEMA_P58/changelog.txt . Simultaneous damage states have been replaced with equivalent Mutually exclusive damage states. Component classification is based on UNIFORMAT II as per NISTIR 6389.",
-    "Version": "1.0",
-    "ComponentGroups": {
-      "B - Shell": {
-        "B.10 - Super Structure": [
-          "B.10.31 - Steel Columns",
-          "B.10.33 - Steel Braces",
-          "B.10.35 - Steel Connections",
-          "B.10.41 - RC or Composite Columns",
-          "B.10.42 - RC or Composite Beams",
-          "B.10.44 - RC or Composite Shearwalls",
-          "B.10.49 - RC Flat Slabs",
-          "B.10.51 - Ordinary Reinforced Masonry Walls",
-          "B.10.52 - Special Reinforced Masonry Walls",
-          "B.10.61 - Cold-formed Steel Walls",
-          "B.10.71 - Wood Light Frame"
-        ],
-        "B.20 - Exterior Enclosure": [
-          "B.20.11 - Exterior Walls",
-          "B.20.22 - Curtain Walls",
-          "B.20.23 - Storefronts"
-        ],
-        "B.30 - Roofing": [
-          "B.30.11 - Roof Coverings",
-          "B.30.31 - Masonry Chimney",
-          "B.30.41 - Masonry Parapet"
-        ]
-      },
-      "C - Interiors": {
-        "C.10 - Interior Construction": [
-          "C.10.11 - Partitions"
-        ],
-        "C.20 - Stairs": [
-          "C.20.11 - Stair Construction"
-        ],
-        "C.30 - Interior Finishes": [
-          "C.30.11 - Wall Finishes",
-          "C.30.21 - Floor Finishes",
-          "C.30.27 - Access Pedastal Flooring",
-          "C.30.32 - Ceiling Finishes",
-          "C.30.34 - Independent Pendant Lighting"
-        ]
-      },
-      "D - Services": {
-        "D.10 - Conveying": [
-          "D.10.14 - Elevators & Lifts"
-        ],
-        "D.20 - Plumbing": [
-          "D.20.21 - Domestic Water Distribution - Cold Water",
-          "D.20.22 - Domestic Water Distribution - Hot Water",
-          "D.20.31 - Sanitary Waste",
-          "D.20.51 - Chilled Water Distribution",
-          "D.20.61 - Steam Distribution"
-        ],
-        "D.30 - HVAC": [
-          "D.30.31 - Cooling Generating Systems - Chilled Water",
-          "D.30.32 - Cooling Generating Systems - Direct Expansion",
-          "D.30.41 - Air Distribution Systems",
-          "D.30.52 - Terminal & Package Units",
-          "D.30.67 - Controls and Instrumentation"
-        ],
-        "D.40 - Fire Protection": [
-          "D.40.11 - Sprinklers"
-        ],
-        "D.50 - Electrical": [
-          "D.50.11 - Electrical Service & Distribution - High Tension",
-          "D.50.12 - Electrical Service & Distribution - Low Tension",
-          "D.50.92 - Other Electrical Systems"
-        ]
-      },
-      "E - Equipments and furnishings": {
-        "E.20 - Furnishings": [
-          "E.20.22 - Movable Furnishings"
-        ]
-      },
-      "F - Special Construction & Demolition": {
-        "F.10 - Special Construction": [
-          "F.10.12 - Special Structures"
-        ]
-      }
-    }
-  },
-  "B.10.31.001": {
-    "Description": "Bolted shear tab gravity connections",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yielding of shear tab and elongation of bolt holes, possible crack initiation around bolt holes or at shear tab weld.  Damage in field is either obscured or deemed to not warrant repair.  No repair conducted.",
-          "RepairAction": "Careful inspection and welded repair to any cracks and possible replacement of shear tab if bolt hole deformations are excessive (possible for deeper 6-bolt or deeper shear tabs).  Field condition is deemed to not warrant repair by field observation.  This Damage State is Mutually Exclusive with DS2.  See fragility DS1 and DS2 probabilities."
-        },
-        "DS2": {
-          "Description": "Yielding of shear tab and elongation of bolt holes, possible crack initiation around bolt holes or at shear tab weld. ",
-          "RepairAction": "Careful inspection and welded repair to any cracks and possible replacement of shear tab if bolt hole deformations are excessive (possible for deeper 6-bolt or deeper shear tabs). "
-        }
-      },
-      "LS2": {
-        "DS3": {
-          "Description": "Partial tearing of shear tab and possibility of bolt shear failure (6-bolt or deeper connections).",
-          "RepairAction": "Repairs will include either welded repair of shear tab or possible complete replacement of shear tab and installation of new bolts.  Repairs may require shoring of beam."
-        }
-      },
-      "LS3": {
-        "DS4": {
-          "Description": "Complete separation of shear tab, close to complete loss of vertical load resistance. ",
-          "RepairAction": "Repair will include complete replacement of shear tab and installation of new bolts. Repairs will require shoring of beam."
-        }
-      }
-    }
-  },
-  "B.10.31.011a": {
-    "Description": "Steel Column Base Plates, Column W < 150 plf",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Initiation of crack at the fusion line between the column flange and the base plate weld.  Damage in field is either obscured or deemed to not warrant repair.  No repair conducted.",
-          "RepairAction": "The repair will involve removal of a portion of grade slab, gouging out material surrounding the fracture initiating and re-welding, then repair of slab. Field condition is deemed to not warrant repair by field observation.  This Damage State is Mutually Exclusive with DS2.  See fragility DS1 and DS2 probabilities."
-        },
-        "DS2": {
-          "Description": "Initiation of crack at the fusion line between the column flange and the base plate weld.",
-          "RepairAction": "The repair will involve removal of a portion of grade slab, gouging out material surrounding the fracture initiating and re-welding, then repair of slab. "
-        }
-      },
-      "LS2": {
-        "DS3": {
-          "Description": "Propagation of brittle crack into column and/or base plate. ",
-          "RepairAction": "Depending on the crack trajectory, the repair will range from replacement of a portion of the column or base plate to full replacement of the column base. Replacement will require shoring of column, torch cutting to remove damaged material, and fabrication and field welding to install replacement material."
-        }
-      },
-      "LS3": {
-        "DS4": {
-          "Description": "Complete fracture of the column (or column weld) and dislocation of column relative to the base.",
-          "RepairAction": "Repair would likely involve replacing the entire base plate assembly and most of the column in the story above the base plate."
-        }
-      }
-    }
-  },
-  "B.10.31.011b": {
-    "Description": "Steel Column Base Plates, Column 150 plf < W < 300 plf",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Initiation of crack at the fusion line between the column flange and the base plate weld.  Damage in field is either obscured or deemed to not warrant repair.  No repair conducted.",
-          "RepairAction": "The repair will involve removal of a portion of grade slab, gouging out material surrounding the fracture initiating and re-welding, then repair of slab. Field condition is deemed to not warrant repair by field observation.  This Damage State is Mutually Exclusive with DS2.  See fragility DS1 and DS2 probabilities."
-        },
-        "DS2": {
-          "Description": "Initiation of crack at the fusion line between the column flange and the base plate weld.",
-          "RepairAction": "The repair will involve removal of a portion of grade slab, gouging out material surrounding the fracture initiating and re-welding, then repair of slab. "
-        }
-      },
-      "LS2": {
-        "DS3": {
-          "Description": "Propagation of brittle crack into column and/or base plate. ",
-          "RepairAction": "Depending on the crack trajectory, the repair will range from replacement of a portion of the column or base plate to full replacement of the column base. Replacement will require shoring of column, torch cutting to remove damaged material, and fabrication"
-        }
-      },
-      "LS3": {
-        "DS4": {
-          "Description": "Complete fracture of the column (or column weld) and dislocation of column relative to the base.",
-          "RepairAction": "Repair would likely involve replacing the entire base plate assembly and most of the column in the story above the base plate. "
-        }
-      }
-    }
-  },
-  "B.10.31.011c": {
-    "Description": "Steel Column Base Plates, Column W > 300 plf",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Initiation of crack at the fusion line between the column flange and the base plate weld.  Damage in field is either obscured or deemed to not warrant repair.  No repair conducted.",
-          "RepairAction": "The repair will involve removal of a portion of grade slab, gouging out material surrounding the fracture initiating and re-welding, then repair of slab. Field condition is deemed to not warrant repair by field observation.  This Damage State is Mutually Exclusive with DS2.  See fragility DS1 and DS2 probabilities."
-        },
-        "DS2": {
-          "Description": "Initiation of crack at the fusion line between the column flange and the base plate weld.",
-          "RepairAction": "The repair will involve removal of a portion of grade slab, gouging out material surrounding the fracture initiating and re-welding, then repair of slab. "
-        }
-      },
-      "LS2": {
-        "DS3": {
-          "Description": "Propagation of brittle crack into column and/or base plate. ",
-          "RepairAction": "Depending on the crack trajectory, the repair will range from replacement of a portion of the column or base plate to full replacement of the column base. Replacement will require shoring of column, torch cutting to remove damaged material, and fabrication"
-        }
-      },
-      "LS3": {
-        "DS4": {
-          "Description": "Complete fracture of the column (or column weld) and dislocation of column relative to the base.",
-          "RepairAction": "Repair would likely involve replacing the entire base plate assembly and most of the column in the story above the base plate. "
-        }
-      }
-    }
-  },
-  "B.10.31.021a": {
-    "Description": "Welded column splices, Column W < 150 plf",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Fracture is not expected where weld has adequate toughness and the maximum weld root stress is below 1.5Fu from column P/A+M/S under story drift using A and S from weld root area.  \nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Ductile fracture of the groove weld flange splice.   Damage in field is either obscured or deemed to not warrant repair.  No repair conducted.",
-          "RepairAction": "Repair would involve gouging out the material adjacent to the fracture and repairing with a new groove weld.  Field condition is deemed to not warrant repair by field observation.  This Damage State is Mutually Exclusive with DS2.  See fragility DS1 and DS2 probabilities."
-        },
-        "DS2": {
-          "Description": "Ductile fracture of the groove weld flange splice. ",
-          "RepairAction": "Repair would involve gouging out the material adjacent to the fracture and repairing with a new groove weld. "
-        }
-      },
-      "LS2": {
-        "DS3": {
-          "Description": "DS1 followed by complete failure of the web splice plate and dislocation of the two column segments on either side of the splice.  ",
-          "RepairAction": " Repair may not be practically feasible, but would require either realignment or replacement of adjacent column segments and rewelding of splice."
-        }
-      }
-    }
-  },
-  "B.10.31.021b": {
-    "Description": "Welded column splices, Column 150 plf < W < 300 plf",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Fracture is not expected where weld has adequate toughness and the maximum weld root stress is below 1.5Fu from column P/A+M/S under story drift using A and S from weld root area.  \nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Ductile fracture of the groove weld flange splice.   Damage in field is either obscured or deemed to not warrant repair.  No repair conducted.",
-          "RepairAction": "Repair would involve gouging out the material adjacent to the fracture and repairing with a new groove weld.  Field condition is deemed to not warrant repair by field observation.  This Damage State is Mutually Exclusive with DS2.  See fragility DS1 and DS2 probabilities."
-        },
-        "DS2": {
-          "Description": "Ductile fracture of the groove weld flange splice. ",
-          "RepairAction": "Repair would involve gouging out the material adjacent to the fracture and repairing with a new groove weld. "
-        }
-      },
-      "LS2": {
-        "DS3": {
-          "Description": "DS1 followed by complete failure of the web splice plate and dislocation of the two column segments on either side of the splice.  ",
-          "RepairAction": " Repair may not be practically feasible, but would require either realignment or replacement of adjacent column segments and rewelding of splice."
-        }
-      }
-    }
-  },
-  "B.10.31.021c": {
-    "Description": "Welded column splices, Column W > 300 plf",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Fracture is not expected where weld has adequate toughness and the maximum weld root stress is below 1.5Fu from column P/A+M/S under story drift using A and S from weld root area.  \nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Ductile fracture of the groove weld flange splice.   Damage in field is either obscured or deemed to not warrant repair.  No repair conducted.",
-          "RepairAction": "Repair would involve gouging out the material adjacent to the fracture and repairing with a new groove weld.  Field condition is deemed to not warrant repair by field observation.  This Damage State is Mutually Exclusive with DS2.  See fragility DS1 and DS2 probabilities."
-        },
-        "DS2": {
-          "Description": "Ductile fracture of the groove weld flange splice. ",
-          "RepairAction": "Repair would involve gouging out the material adjacent to the fracture and repairing with a new groove weld. "
-        }
-      },
-      "LS2": {
-        "DS3": {
-          "Description": "DS1 followed by complete failure of the web splice plate and dislocation of the two column segments on either side of the splice.  ",
-          "RepairAction": " Repair may not be practically feasible, but would require either realignment or replacement of adjacent column segments and rewelding of splice."
-        }
-      }
-    }
-  },
-  "B.10.33.001a": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.001b": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, Chevron Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.001c": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.002a": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.002b": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, Single Diagonal Brace, 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.002c": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.003a": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.003b": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, X Brace, 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.003c": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.011a": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.011b": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, Chevron Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.011c": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.012a": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.012b": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.012c": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.013a": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.013b": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, X Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.013c": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.021a": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.021b": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Chevron Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.021c": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.022a": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.022b": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.022c": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.023a": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.023b": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, X Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.023c": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.031a": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.031b": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, Chevron Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.031c": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.032a": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.032b": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.032c": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.033a": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibly local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.033b": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, X Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibly local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.033c": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of brace in excess of 2 times brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibly local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.041a": {
-    "Description": "Special Concentric Braced Frame w double angle braces, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.041b": {
-    "Description": "Special Concentric Braced Frame w double angle braces, Chevron Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.041c": {
-    "Description": "Special Concentric Braced Frame w double angle braces, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.042a": {
-    "Description": "Special Concentric Braced Frame w double angle braces, Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.042b": {
-    "Description": "Special Concentric Braced Frame w double angle braces, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.042c": {
-    "Description": "Special Concentric Braced Frame w double angle braces, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.043a": {
-    "Description": "Special Concentric Braced Frame w double angle braces, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.043b": {
-    "Description": "Special Concentric Braced Frame w double angle braces, X Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.043c": {
-    "Description": "Special Concentric Braced Frame w double angle braces, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.051a": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-        }
-      }
-    }
-  },
-  "B.10.33.051b": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, Chevron Brace, Brace w, 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-        }
-      }
-    }
-  },
-  "B.10.33.051c": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-        }
-      }
-    }
-  },
-  "B.10.33.052a": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-        }
-      }
-    }
-  },
-  "B.10.33.052b": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, Single Diagonal Brace, Brace w, 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-        }
-      }
-    }
-  },
-  "B.10.33.052c": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-        }
-      }
-    }
-  },
-  "B.10.33.053a": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-        }
-      }
-    }
-  },
-  "B.10.33.053b": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, X Brace, Brace w, 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-        }
-      }
-    }
-  },
-  "B.10.33.053c": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-          "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-        }
-      }
-    }
-  },
-  "B.10.33.061a": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.061b": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Chevron Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.061c": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.062a": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.062b": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.062c": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.063a": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.063b": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, X Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.063c": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-          "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-          "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-        }
-      }
-    }
-  },
-  "B.10.33.071a": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.33.071b": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, Chevron Brace, 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.33.071c": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.33.072a": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.33.072b": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, Single Diagonal Brace,  41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.33.072c": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.33.073a": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.33.073b": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, X Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.33.073c": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.33.101a": {
-    "Description": "Steel Buckling Restrained Brace (BRB), Chevron Brace, Weight of brace < 40 plf.",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Severe loss of lateral resistance.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.33.101b": {
-    "Description": "Steel Buckling Restrained Brace (BRB), Chevron brace, Weight of brace > 41 plf and < 99 plf.",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Severe loss of lateral resistance.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.33.101c": {
-    "Description": "Steel Buckling Restrained Brace (BRB), Chevron Brace, Weight of brace > 100 plf.",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Severe loss of lateral resistance.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.33.111a": {
-    "Description": "Steel Buckling Restrained Brace (BRB), Single Diagonal Brace, Weight of brace < 40 plf.",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Severe loss of lateral resistance.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.33.111b": {
-    "Description": "Steel Buckling Restrained Brace (BRB), Single Diagonal brace, Weight of brace > 41 plf and < 99 plf.",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Severe loss of lateral resistance.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.33.111c": {
-    "Description": "Steel Buckling Restrained Brace (BRB), Single Diagonal Brace, Weight of brace > 100 plf.",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Severe loss of lateral resistance.",
-          "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed."
-        }
-      }
-    }
-  },
-  "B.10.35.001": {
-    "Description": "Post-Northridge RBS connection with welded web, beam one side of column only, beam depth <= W27",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local beam flange and web buckling. ",
-          "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-        }
-      }
-    }
-  },
-  "B.10.35.002": {
-    "Description": "Post-Northridge RBS connection with welded web, beam one side of column only, beam depth >= W30",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local beam flange and web buckling. ",
-          "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-        }
-      }
-    }
-  },
-  "B.10.35.011": {
-    "Description": "Post-Northridge RBS connection with welded web, beams both sides of column, beam depth <= W27",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local beam flange and web buckling. ",
-          "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-        }
-      }
-    }
-  },
-  "B.10.35.012": {
-    "Description": "Post-Northridge RBS connection with welded web, beams both sides of column, beam depth >= W30",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local beam flange and web buckling. ",
-          "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-        }
-      }
-    }
-  },
-  "B.10.35.021": {
-    "Description": "Post-Northridge welded steel moment connection other than RBS, beam one side, beam depth <= W27",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local beam flange and web buckling. ",
-          "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-        }
-      }
-    }
-  },
-  "B.10.35.022": {
-    "Description": "Post-Northridge welded steel moment connection other than RBS, beam one side, beam depth >= W30",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local beam flange and web buckling. ",
-          "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-        }
-      }
-    }
-  },
-  "B.10.35.031": {
-    "Description": "Post-Northridge welded steel moment connection other than RBS, beams both sides, beam depth <= W27",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local beam flange and web buckling. ",
-          "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-        }
-      }
-    }
-  },
-  "B.10.35.032": {
-    "Description": "Post-Northridge welded steel moment connection other than RBS, beams both sides, beam depth >= W30",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local beam flange and web buckling. ",
-          "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-          "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-        }
-      }
-    }
-  },
-  "B.10.35.041": {
-    "Description": "Pre-Northridge WUF-B beam-column joint, beam one side of column, beam depth <= W27",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of lower beam flange weld and failure of web bolts (shear tab connection), with fractures confined to the weld region. ",
-          "RepairAction": "Repair will typically require gouging out and re-welding of the beam flange weld, repair of shear tab, and replacing shear bolts.  Repair and replace partitions at connection."
-        },
-        "DS2": {
-          "Description": "Similar to DS1, except that fracture propagates into column flanges.",
-          "RepairAction": "In addition to column measures for DS1, repairs to column will be necessary.  Cover plate, patch, or replace damaged column flange at connection."
-        }
-      },
-      "LS2": {
-        "DS3": {
-          "Description": "Fracture of upper beam flange weld, without DS1 type damage.  Fracture is confined to beam flange region. ",
-          "RepairAction": "Repairs will be similar to those required for DS1, except that access to weld will likely require removal and replacement of a portion of the floor slab above the weld."
-        },
-        "DS4": {
-          "Description": "Similar to DS3, except that fracture propagates into column flanges.",
-          "RepairAction": "In addition to column measures for DS3, repairs to column will be necessary that will involve replacing a portion of the column flange."
-        }
-      },
-      "LS3": {
-        "DS5": {
-          "Description": "Fracture initiating at weld access hole and propagating through beam flange, possibly accompanied by local buckling deformations of web and flange. ",
-          "RepairAction": "Repair is similar to that for DS1 except that a portion of the beam web and flange may need to be heat straightened or replaced."
-        }
-      }
-    }
-  },
-  "B.10.35.042": {
-    "Description": "Pre-Northridge WUF-B beam-column joint, beam one side of column, beam depth >= W30",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of lower beam flange weld and failure of web bolts (shear tab connection), with fractures confined to the weld region. ",
-          "RepairAction": "Repair will typically require gouging out and re-welding of the beam flange weld, repair of shear tab, and replacing shear bolts.  Repair and replace partitions at connection."
-        },
-        "DS2": {
-          "Description": "Similar to DS1, except that fracture propagates into column flanges.",
-          "RepairAction": "In addition to column measures for DS1, repairs to column will be necessary.  Cover plate, patch, or replace damaged column flange at connection."
-        }
-      },
-      "LS2": {
-        "DS3": {
-          "Description": "Fracture of upper beam flange weld, without DS1 type damage.  Fracture is confined to beam flange region. ",
-          "RepairAction": "Repairs will be similar to those required for DS1, except that access to weld will likely require removal and replacement of a portion of the floor slab above the weld."
-        },
-        "DS4": {
-          "Description": "Similar to DS3, except that fracture propagates into column flanges.",
-          "RepairAction": "In addition to column measures for DS3, repairs to column will be necessary that will involve replacing a portion of the column flange."
-        }
-      },
-      "LS3": {
-        "DS5": {
-          "Description": "Fracture initiating at weld access hole and propagating through beam flange, possibly accompanied by local buckling deformations of web and flange. ",
-          "RepairAction": "Repair is similar to that for DS1 except that a portion of the beam web and flange may need to be heat straightened or replaced."
-        }
-      }
-    }
-  },
-  "B.10.35.051": {
-    "Description": "Pre-Northridge WUF-B beam-column joint, beam both sides of column, beam depth <= W27",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of lower beam flange weld and failure of web bolts (shear tab connection), with fractures confined to the weld region. ",
-          "RepairAction": "Repair will typically require gouging out and re-welding of the beam flange weld, repair of shear tab, and replacing shear bolts.  Repair and replace partitions at connection."
-        },
-        "DS2": {
-          "Description": "Similar to DS1, except that fracture propagates into column flanges.",
-          "RepairAction": "In addition to column measures for DS1, repairs to column will be necessary.  Cover plate, patch, or replace damaged column flange at connection."
-        }
-      },
-      "LS2": {
-        "DS3": {
-          "Description": "Fracture of upper beam flange weld, without DS1 type damage.  Fracture is confined to beam flange region. ",
-          "RepairAction": "Repairs will be similar to those required for DS1, except that access to weld will likely require removal and replacement of a portion of the floor slab above the weld."
-        },
-        "DS4": {
-          "Description": "Similar to DS3, except that fracture propagates into column flanges.",
-          "RepairAction": "In addition to column measures for DS3, repairs to column will be necessary that will involve replacing a portion of the column flange."
-        }
-      },
-      "LS3": {
-        "DS5": {
-          "Description": "Fracture initiating at weld access hole and propagating through beam flange, possibly accompanied by local buckling deformations of web and flange. ",
-          "RepairAction": "Repair is similar to that for DS1 except that a portion of the beam web and flange may need to be heat straightened or replaced."
-        }
-      }
-    }
-  },
-  "B.10.35.052": {
-    "Description": "Pre-Northridge WUF-B beam-column joint, beam both sides of column, beam depth >= W30",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Fracture of lower beam flange weld and failure of web bolts (shear tab connection), with fractures confined to the weld region. ",
-          "RepairAction": "Repair will typically require gouging out and re-welding of the beam flange weld, repair of shear tab, and replacing shear bolts.  Repair and replace partitions at connection."
-        },
-        "DS2": {
-          "Description": "Similar to DS1, except that fracture propagates into column flanges.",
-          "RepairAction": "In addition to column measures for DS1, repairs to column will be necessary.  Cover plate, patch, or replace damaged column flange at connection."
-        }
-      },
-      "LS2": {
-        "DS3": {
-          "Description": "Fracture of upper beam flange weld, without DS1 type damage.  Fracture is confined to beam flange region. ",
-          "RepairAction": "Repairs will be similar to those required for DS1, except that access to weld will likely require removal and replacement of a portion of the floor slab above the weld."
-        },
-        "DS4": {
-          "Description": "Similar to DS3, except that fracture propagates into column flanges.",
-          "RepairAction": "In addition to column measures for DS3, repairs to column will be necessary that will involve replacing a portion of the column flange."
-        }
-      },
-      "LS3": {
-        "DS5": {
-          "Description": "Fracture initiating at weld access hole and propagating through beam flange, possibly accompanied by local buckling deformations of web and flange. ",
-          "RepairAction": "Repair is similar to that for DS1 except that a portion of the beam web and flange may need to be heat straightened or replaced."
-        }
-      }
-    }
-  },
-  "B.10.35.061a": {
-    "Description": "EBF Shear Link, no floor beams, link w < 100 PLF",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damage to concrete slab above the link beam.",
-          "RepairAction": "Replace concrete slab and finishes in 400 SF at EBF link."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Web local buckling, flange local buckling.",
-          "RepairAction": "Heat straightening of buckled elements."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Initiation of fracture in the link beam and link flange.",
-          "RepairAction": "Replace EBF link."
-        }
-      }
-    }
-  },
-  "B.10.35.061b": {
-    "Description": "EBF Shear Link, no floor beams, link w < 200 PLF",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damage to concrete slab above the link beam.",
-          "RepairAction": "Replace concrete slab and finishes in 400 SF at EBF link."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Web local buckling, flange local buckling.",
-          "RepairAction": "Heat straightening of buckled elements."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Initiation of fracture in the link beam and link flange.",
-          "RepairAction": "Replace EBF link."
-        }
-      }
-    }
-  },
-  "B.10.35.062a": {
-    "Description": "EBF Shear Link, with floor beams, link w < 100 PLF",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damage to concrete slab above the link beam.",
-          "RepairAction": "Replace concrete slab and finishes in 400 SF at EBF link."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Web local buckling, flange local buckling.",
-          "RepairAction": "Heat straightening of buckled elements."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Initiation of fracture in the link beam and link flange.",
-          "RepairAction": "Replace EBF link."
-        }
-      }
-    }
-  },
-  "B.10.35.062b": {
-    "Description": "EBF Shear Link, with floor beams, link w < 200 PLF",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damage to concrete slab above the link beam.",
-          "RepairAction": "Replace concrete slab and finishes in 400 SF at EBF link."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Web local buckling, flange local buckling.",
-          "RepairAction": "Heat straightening of buckled elements."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Initiation of fracture in the link beam and link flange.",
-          "RepairAction": "Replace EBF link."
-        }
-      }
-    }
-  },
-  "B.10.41.001a": {
-    "Description": "ACI 318 SMF , Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "ACI318 Concrete SMF, ductile response.  Meets the requirements of ACI318 SMF.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.001b": {
-    "Description": "ACI 318 SMF , Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "ACI318 Concrete SMF, ductile response.  Meets the requirements of ACI318 SMF.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.002a": {
-    "Description": "ACI 318 SMF , Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "ACI318 Concrete SMF, ductile response.  Meets the requirements of ACI318 SMF.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.002b": {
-    "Description": "ACI 318 SMF , Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "ACI318 Concrete SMF, ductile response.  Meets the requirements of ACI318 SMF.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.003a": {
-    "Description": "ACI 318 SMF , Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "ACI318 Concrete SMF, ductile response.  Meets the requirements of ACI318 SMF.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.003b": {
-    "Description": "ACI 318 SMF , Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "ACI318 Concrete SMF, ductile response.  Meets the requirements of ACI318 SMF.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.011a": {
-    "Description": "MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "Non-conforming SMF, joint shear damage, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.011b": {
-    "Description": "MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "Non-conforming SMF, joint shear damage, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.012a": {
-    "Description": "MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "Non-conforming SMF, joint shear damage, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.012b": {
-    "Description": "MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "Non-conforming SMF, joint shear damage, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.013a": {
-    "Description": "MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "Non-conforming SMF, joint shear damage, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.013b": {
-    "Description": "MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "Non-conforming SMF, joint shear damage, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.021a": {
-    "Description": "ACI 318 IMF, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response.  Meets the following requirements: (1) Column Pu < 0.3Agf'c  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.021b": {
-    "Description": "ACI 318 IMF, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response.  Meets the following requirements: (1) Column Pu < 0.3Agf'c  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.022a": {
-    "Description": "ACI 318 IMF, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response.  Meets the following requirements: (1) Column Pu < 0.3Agf'c  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.022b": {
-    "Description": "ACI 318 IMF, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response.  Meets the following requirements: (1) Column Pu < 0.3Agf'c  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.023a": {
-    "Description": "ACI 318 IMF, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response.  Meets the following requirements: (1) Column Pu < 0.3Agf'c  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.023b": {
-    "Description": "ACI 318 IMF, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response.  Meets the following requirements: (1) Column Pu < 0.3Agf'c  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        },
-        "DS4": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-        }
-      }
-    }
-  },
-  "B.10.41.031a": {
-    "Description": "ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.031b": {
-    "Description": "ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.032a": {
-    "Description": "ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of damaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.032b": {
-    "Description": "ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.033a": {
-    "Description": "ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.033b": {
-    "Description": "ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.041a": {
-    "Description": "ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly Residual concrete crack widths exceed 0.06  in. (1.5 mm).  Column exhibit residual crack widths that require epoxy injection.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Spalling: slabs, beams, joints or possibly columns exhibit spalling of cover concrete that exposes transverse but not longitudinal reinforcing steel.  Spalling of cover concrete possibly exposing transverse reinforcement.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement OR strength loss initiates in laboratory testing. exhibit concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.041b": {
-    "Description": "ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly Residual concrete crack widths exceed 0.06  in. (1.5 mm).  Column exhibit residual crack widths that require epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Spalling: slabs, beams, joints or possibly columns exhibit spalling of cover concrete that exposes transverse but not longitudinal reinforcing steel.  Spalling of cover concrete possibly exposing transverse reinforcement.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement OR strength loss initiates in laboratory testing. exhibit concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.042a": {
-    "Description": "ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly Residual concrete crack widths exceed 0.06 in. (1.5 mm).  Column exhibit residual crack widths that require epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Spalling: slabs, beams, joints or possibly columns exhibit spalling of cover concrete that exposes transverse but not longitudinal reinforcing steel. Spalling of cover concrete possibly exposing transverse reinforcement.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement OR strength loss initiates in laboratory testing. exhibit concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.042b": {
-    "Description": "ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly Residual concrete crack widths exceed 0.06 in. (1.5 mm).  Column exhibit residual crack widths that require epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Spalling: slabs, beams, joints or possibly columns exhibit spalling of cover concrete that exposes transverse but not longitudinal reinforcing steel. Spalling of cover concrete possibly exposing transverse reinforcement.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement OR strength loss initiates in laboratory testing. exhibit concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.043a": {
-    "Description": "ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly Residual concrete crack widths exceed 0.06 in. (1.5 mm).  Column exhibit residual crack widths that require epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Spalling: slabs, beams, joints or possibly columns exhibit spalling of cover concrete that exposes transverse but not longitudinal reinforcing steel.  Spalling of cover concrete possibly exposing transverse reinforcement.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement OR strength loss initiates in laboratory testing. exhibit concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.043b": {
-    "Description": "ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly Residual concrete crack widths exceed 0.06 in. (1.5 mm).  Column exhibit residual crack widths that require epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Spalling: slabs, beams, joints or possibly columns exhibit spalling of cover concrete that exposes transverse but not longitudinal reinforcing steel.  Spalling of cover concrete possibly exposing transverse reinforcement.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement OR strength loss initiates in laboratory testing. exhibit concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.051a": {
-    "Description": "ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "ACI318 OMF, beam flexure-shear or shear failure, beam flexural response.  Meets the following requirements:  (1) Beam Vn < Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.051b": {
-    "Description": "ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "ACI318 OMF, beam flexure-shear or shear failure, beam flexural response.  Meets the following requirements:  (1) Beam Vn < Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.052a": {
-    "Description": "ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, beam flexure-shear or shear failure, beam flexural response.  Meets the following requirements:  (1) Beam Vn < Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.052b": {
-    "Description": "ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, beam flexure-shear or shear failure, beam flexural response.  Meets the following requirements:  (1) Beam Vn < Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove\ndamaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.053a": {
-    "Description": "ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, beam flexure-shear or shear failure, beam flexural response.  Meets the following requirements:  (1) Beam Vn < Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove\ndamaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.053b": {
-    "Description": "ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, beam flexure-shear or shear failure, beam flexural response.  Meets the following requirements:  (1) Beam Vn < Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.061a": {
-    "Description": "ACI 318 OMF with weak columns, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "ACI318 OMF, column shear or flexural-shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu < 0.6Agf'c,  (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.061b": {
-    "Description": "ACI 318 OMF with weak columns, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "ACI318 OMF, column shear or flexural-shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu < 0.6Agf'c,  (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.062a": {
-    "Description": "ACI 318 OMF with weak columns, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, column shear or flexural-shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu < 0.6Agf'c,  (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.062b": {
-    "Description": "ACI 318 OMF with weak columns, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, column shear or flexural-shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu < 0.6Agf'c,  (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.063a": {
-    "Description": "ACI 318 OMF with weak columns, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, column shear or flexural-shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu < 0.6Agf'c,  (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.063b": {
-    "Description": "ACI 318 OMF with weak columns, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, column shear or flexural-shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu < 0.6Agf'c,  (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.071a": {
-    "Description": "ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load.  Column flexural-shear response.  Meets the following requirements:  (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq  Costing is on a per joint basis.\nNotes: This fragility has been changed to match B1041.121. ASCE6 is closest to column  high axial OMF.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).\nColumn exhibits residual crack widths that require epoxy injection.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.071b": {
-    "Description": "ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load.  Column flexural-shear response.  Meets the following requirements:  (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq  Costing is on a per joint basis.\nNotes: This fragility has been changed to match B1041.121. ASCE6 is closest to column  high axial OMF.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).\nColumn exhibits residual crack widths that require epoxy injection.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.072a": {
-    "Description": "ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load.  Column flexural-shear response.  Meets the following requirements:  (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq  Costing is on a per joint basis.\nNotes: This fragility has been changed to match B1041.121. ASCE6 is closest to column  high axial OMF.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).\nColumn exhibits residual crack widths that require epoxy injection.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.072b": {
-    "Description": "ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load.  Column flexural-shear response.  Meets the following requirements:  (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq  Costing is on a per joint basis.\nNotes: This fragility has been changed to match B1041.121. ASCE6 is closest to column  high axial OMF.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).\nColumn exhibits residual crack widths that require epoxy injection.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.073a": {
-    "Description": "ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load.  Column flexural-shear response.  Meets the following requirements:  (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq  Costing is on a per joint basis.\nNotes: This fragility has been changed to match B1041.121. ASCE6 is closest to column  high axial OMF.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).\nColumn exhibits residual crack widths that require epoxy injection.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.073b": {
-    "Description": "ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load.  Column flexural-shear response.  Meets the following requirements:  (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq  Costing is on a per joint basis.\nNotes: This fragility has been changed to match B1041.121. ASCE6 is closest to column  high axial OMF.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).\nColumn exhibits residual crack widths that require epoxy injection.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.081a": {
-    "Description": "Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "Non-Conforming MF, joint shear failure, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) IGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement or column longitudinal reinforcement in the joint.  Crushing of beam or joint core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.081b": {
-    "Description": "Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "Non-Conforming MF, joint shear failure, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) IGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement or column longitudinal reinforcement in the joint.  Crushing of beam or joint core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.082a": {
-    "Description": "Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, joint shear failure, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) IGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement or column longitudinal reinforcement in the joint.  Crushing of beam or joint core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.082b": {
-    "Description": "Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, joint shear failure, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) IGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement or column longitudinal reinforcement in the joint.  Crushing of beam or joint core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.083a": {
-    "Description": "Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, joint shear failure, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) IGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement or column longitudinal reinforcement in the joint.  Crushing of beam or joint core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.083b": {
-    "Description": "Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, joint shear failure, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) IGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement or column longitudinal reinforcement in the joint.  Crushing of beam or joint core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.091a": {
-    "Description": "Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "Non-Conforming MF, joint shear failure, column flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD\u2026], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2  Costing is on a per joint basis.\nNotes: This fragility is same as B1041.061. Closest match available.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.091b": {
-    "Description": "Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "Non-Conforming MF, joint shear failure, column flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD\u2026], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2  Costing is on a per joint basis.\nNotes: This fragility is same as B1041.061. Closest match available.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.092a": {
-    "Description": "Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, joint shear failure, column flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD\u2026], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2  Costing is on a per joint basis.\nNotes: This fragility is same as B1041.061. Closest match available.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.092b": {
-    "Description": "Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, joint shear failure, column flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD\u2026], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2  Costing is on a per joint basis.\nNotes: This fragility is same as B1041.061. Closest match available.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.093a": {
-    "Description": "Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, joint shear failure, column flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD\u2026], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2  Costing is on a per joint basis.\nNotes: This fragility is same as B1041.061. Closest match available.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.093b": {
-    "Description": "Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, joint shear failure, column flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD\u2026], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2  Costing is on a per joint basis.\nNotes: This fragility is same as B1041.061. Closest match available.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.101a": {
-    "Description": "Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "Non-Conforming MF, beam shear failure, beam flexural response.  Meets the following requirements:  (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.101b": {
-    "Description": "Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "Non-Conforming MF, beam shear failure, beam flexural response.  Meets the following requirements:  (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.102a": {
-    "Description": "Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, beam shear failure, beam flexural response.  Meets the following requirements:  (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.102b": {
-    "Description": "Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, beam shear failure, beam flexural response.  Meets the following requirements:  (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.103a": {
-    "Description": "Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, beam shear failure, beam flexural response.  Meets the following requirements:  (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.103b": {
-    "Description": "Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, beam shear failure, beam flexural response.  Meets the following requirements:  (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.111a": {
-    "Description": "Non-conforming MF, weak columns, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "Non-Conforming MF, column flexure-shear or shear failure, column flexural response.  Meets the following requirements:  (1) [\u2026TBD\u2026]   Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.111b": {
-    "Description": "Non-conforming MF, weak columns, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "Non-Conforming MF, column flexure-shear or shear failure, column flexural response.  Meets the following requirements:  (1) [\u2026TBD\u2026]   Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.112a": {
-    "Description": "Non-conforming MF, weak columns, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, column flexure-shear or shear failure, column flexural response.  Meets the following requirements:  (1) [\u2026TBD\u2026]   Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.112b": {
-    "Description": "Non-conforming MF, weak columns, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, column flexure-shear or shear failure, column flexural response.  Meets the following requirements:  (1) [\u2026TBD\u2026]   Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.113a": {
-    "Description": "Non-conforming MF, weak columns, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, column flexure-shear or shear failure, column flexural response.  Meets the following requirements:  (1) [\u2026TBD\u2026]   Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.113b": {
-    "Description": "Non-conforming MF, weak columns, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, column flexure-shear or shear failure, column flexural response.  Meets the following requirements:  (1) [\u2026TBD\u2026]   Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.121a": {
-    "Description": "Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).  Column exhibits residual crack widths that require epoxy injection.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.121b": {
-    "Description": "Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).  Column exhibits residual crack widths that require epoxy injection.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.122a": {
-    "Description": "Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).  Column exhibits residual crack widths that require epoxy injection.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.122b": {
-    "Description": "Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).  Column exhibits residual crack widths that require epoxy injection.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.123a": {
-    "Description": "Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).  Column exhibits residual crack widths that require epoxy injection.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.123b": {
-    "Description": "Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).  Column exhibits residual crack widths that require epoxy injection.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.131a": {
-    "Description": "Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "Non-Conforming MF, non-ductile failure, non-ductile response.  May exhibit the following:  (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.  ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.  ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.131b": {
-    "Description": "Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "Non-Conforming MF, non-ductile failure, non-ductile response.  May exhibit the following:  (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.  ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.  ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.132a": {
-    "Description": "Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, non-ductile failure, non-ductile response.  May exhibit the following:  (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.  ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.  ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.132b": {
-    "Description": "Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, non-ductile failure, non-ductile response.  May exhibit the following:  (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.  ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.  ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.133a": {
-    "Description": "Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, non-ductile failure, non-ductile response.  May exhibit the following:  (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.  ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.  ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.41.133b": {
-    "Description": "Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, non-ductile failure, non-ductile response.  May exhibit the following:  (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.  ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.  ",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-        }
-      }
-    }
-  },
-  "B.10.42.001a": {
-    "Description": "Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam < 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-          "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-          "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-          "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-        }
-      }
-    }
-  },
-  "B.10.42.001b": {
-    "Description": "Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam < 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-          "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-          "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-          "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-        }
-      }
-    }
-  },
-  "B.10.42.002a": {
-    "Description": "Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam < 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-          "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-          "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-          "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-        }
-      }
-    }
-  },
-  "B.10.42.002b": {
-    "Description": "Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam < 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-          "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-          "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-          "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-        }
-      }
-    }
-  },
-  "B.10.42.011a": {
-    "Description": "Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam > 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-          "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-          "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-          "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-        }
-      }
-    }
-  },
-  "B.10.42.011b": {
-    "Description": "Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam > 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-          "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-          "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-          "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-        }
-      }
-    }
-  },
-  "B.10.42.012a": {
-    "Description": "Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam > 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-          "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-          "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-          "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-        }
-      }
-    }
-  },
-  "B.10.42.012b": {
-    "Description": "Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam > 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-          "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-          "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-          "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-        }
-      }
-    }
-  },
-  "B.10.42.021a": {
-    "Description": "Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam > 24\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-          "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-          "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-          "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-        }
-      }
-    }
-  },
-  "B.10.42.021b": {
-    "Description": "Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam > 24\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-          "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-          "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-          "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-        }
-      }
-    }
-  },
-  "B.10.42.022a": {
-    "Description": "Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam > 24\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-          "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-          "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-          "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-        }
-      }
-    }
-  },
-  "B.10.42.022b": {
-    "Description": "Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam > 24\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-          "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-          "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-          "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-        }
-      }
-    }
-  },
-  "B.10.44.001": {
-    "Description": "Rectangular low aspect ratio concrete walls 8\" or less thick single curtain up to 15' high",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.002": {
-    "Description": "Rectangular low aspect ratio concrete walls 8\" or less thick single curtain 16' high to 24' high",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.003": {
-    "Description": "Rectangular low aspect ratio concrete walls 8\" or less thick single curtain 25' high to 40' high",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.011": {
-    "Description": "Rectangular low aspect ratio concrete walls 8\"-16\" double curtain; with heights of up to 15'",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.012": {
-    "Description": "Rectangular low aspect ratio concrete walls 8\"-16\" double curtain; with heights of 16' to 24'",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.013": {
-    "Description": "Rectangular low aspect ratio concrete walls 8\"-16\" double curtain; with heights of 24' to 40'",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.021": {
-    "Description": "Rectangular low aspect ratio concrete walls 18\"-24\" thick with double curtain and  heights up to 15' ",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.022": {
-    "Description": "Rectangular low aspect ratio concrete walls 18\"-24\" thick with double curtain and  heights  16' - 24' ",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.023": {
-    "Description": "Rectangular low aspect ratio concrete walls 18\"-24\" thick with double curtain and  heights  25' - 40' ",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.031": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, less than 8\" thick up to 15' high",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.032": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, less than 8\" thick,  16'  to 24' high",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.033": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, less than 8\" thick,  25'  to 40' high",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.041": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, 8\" to 16\" thick up to 15' high",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.042": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, 8\" to 16\" thick, 16' to 24' high",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.043": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, 8\" to 16\" thick, 25' to 40' high",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.051": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, 17\" to 24\" thick\" up to 15' high",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.052": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, 17\" to 24\" thick,  16'  to 24' high",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.053": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, 17\" to 24\" thick,  25'  to 40' high",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.061": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, less than 8\" thick, height <15'",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.062": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, less than 8\" thick, height between 16'-24'",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.063": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, less than 8\" thick, height between 24'-40'",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.071": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, 8\" to 16\" thick, height <15'",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.072": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, 8\" to 16\" thick, height between 16'-24'",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.073": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, 8\" to 16\" thick, height between 24'-40'",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.081": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, 17\"-24\" thick, height <15'",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.082": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, 17\"-24\" thick, height between 16'-24'",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.083": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, 17\"-24\" thick, height between 24'-40'",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-          "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-        }
-      }
-    }
-  },
-  "B.10.44.091": {
-    "Description": "Slender Concrete Wall, 12\" thick, 12' high, 15' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-          "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Exposed longitudinal reinforcing.",
-          "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-          "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-        }
-      }
-    }
-  },
-  "B.10.44.092": {
-    "Description": "Slender Concrete Wall, 12\" thick, 12' high, 20' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-          "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Exposed longitudinal reinforcing.",
-          "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-          "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-        }
-      }
-    }
-  },
-  "B.10.44.093": {
-    "Description": "Slender Concrete Wall, 12\" thick, 12' high, 30' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-          "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Exposed longitudinal reinforcing.",
-          "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-          "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-        }
-      }
-    }
-  },
-  "B.10.44.101": {
-    "Description": "Slender Concrete Wall, 18\" thick, 12' high, 15' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-          "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Exposed longitudinal reinforcing.",
-          "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-          "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-        }
-      }
-    }
-  },
-  "B.10.44.102": {
-    "Description": "Slender Concrete Wall, 18\" thick, 12' high, 20' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-          "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Exposed longitudinal reinforcing.",
-          "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-          "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-        }
-      }
-    }
-  },
-  "B.10.44.103": {
-    "Description": "Slender Concrete Wall, 18\" thick, 12' high, 30' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-          "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Exposed longitudinal reinforcing.",
-          "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-          "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-        }
-      }
-    }
-  },
-  "B.10.44.111": {
-    "Description": "Slender Concrete Wall, 30\" thick, 12' high, 15' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-          "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Exposed longitudinal reinforcing.",
-          "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-          "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-        }
-      }
-    }
-  },
-  "B.10.44.112": {
-    "Description": "Slender Concrete Wall, 30\" thick, 12' high, 20' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-          "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Exposed longitudinal reinforcing.",
-          "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-          "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-        }
-      }
-    }
-  },
-  "B.10.44.113": {
-    "Description": "Slender Concrete Wall, 30\" thick, 12' high, 30' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-          "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Exposed longitudinal reinforcing.",
-          "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-          "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-        }
-      }
-    }
-  },
-  "B.10.49.001a": {
-    "Description": "Reinforced concrete flat slabs- columns without shear reinforcing  0<Vg/Vo<.2, no continuity reinf",
-    "Comments": "Costing per joint, minimum of 6\" thick slab, maximum of 12\" thick slab.\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-          "RepairAction": "Shore damaged area in the two stories below. Remove 100 square feet of concrete slab per column, preserving the slab reinforcement; lap splice 30 new 10 foot long rebar with existing rebar; place formwork; recast concrete slab; remove forms, replace and repair finishes; replace furnishings, ceilings, mechanical, electrical, and plumbing systems.  Cracks wide enough to be grouted are included in the portion of slab to be demolished and recast."
-        }
-      }
-    }
-  },
-  "B.10.49.001b": {
-    "Description": "Reinforced concrete flat slabs- columns without shear reinforcing  0<Vg/Vo<.2, with continuity reinf",
-    "Comments": "Costing per joint, minimum of 6\" thick slab, maximum of 12\" thick slab.\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-          "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 40 feet of crack (30 feet top, 10 bottom of slab) of crack per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab. "
-        }
-      }
-    }
-  },
-  "B.10.49.002a": {
-    "Description": "Reinforced concrete flat slabs- columns without shear reinforcing  .2<Vg/Vo<.4, no continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI 318-56,  ACI 318-63, ACI 318-89, ACI 318-95, ACI 318-99, ACI 318-05 \nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-          "RepairAction": "Shore damaged area in the two stories below. Remove 100 square feet of concrete slab per column, preserving the slab reinforcement; lap splice 30 new 10 foot long rebar with existing rebar; place formwork; recast concrete slab; remove forms, replace and repair finishes; replace furnishings, ceilings, mechanical, electrical, and plumbing systems Cracks wide enough to be grouted are included in the portion of slab to be demolished and recast."
-        }
-      }
-    }
-  },
-  "B.10.49.002b": {
-    "Description": "Reinforced concrete flat slabs- columns without shear reinforcing  .2<Vg/Vo<.4, with continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI 318-56,  ACI 318-63, ACI 318-89, ACI 318-95, ACI 318-99, ACI 318-05 \nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-          "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 40 feet of crack (30 feet top, 10 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab.   "
-        }
-      }
-    }
-  },
-  "B.10.49.003a": {
-    "Description": "Reinforced concrete flat slabs- columns without shear reinforcing  .4<Vg/Vo<.6, no continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI 318-63, ACI 318-83, ACI 318-99, ACI 318-02, CAN3-A23.2-M84, A23.3 & MC-90\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-          "RepairAction": "Shore damaged area in the two stories below. Remove 100 square feet of concrete slab per column, preserving the slab reinforcement; lap splice 30 new 10 foot long rebar with existing rebar; place formwork; recast concrete slab; remove forms, replace and repair finishes; replace furnishings, ceilings, mechanical, electrical, and plumbing systems. Cracks wide enough to be grouted are included in the portion of slab to be demolished and recast."
-        }
-      }
-    }
-  },
-  "B.10.49.003b": {
-    "Description": "Reinforced concrete flat slabs- columns without shear reinforcing  .4<Vg/Vo<.6, with continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI 318-63, ACI 318-83, ACI 318-99, ACI 318-02, CAN3-A23.2-M84, A23.3 & MC-90\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-          "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 55 feet of crack (40 feet top, 15 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab. "
-        }
-      }
-    }
-  },
-  "B.10.49.011": {
-    "Description": "Reinforced concrete flat slabs- columns with shear reinforcing  0.2<Vg/Vo<0.4",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI 318-71, ACI 318-95, ACI 318-99, ACI 318-05\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-          "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 70 feet of crack (50 feet top, 20 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab.   "
-        }
-      }
-    }
-  },
-  "B.10.49.012": {
-    "Description": "Reinforced concrete flat slabs- columns with shear reinforcing  0.4<Vg/Vo<.6",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI-318-63, ACI-318-05, A23.3 & MC-90\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-          "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 85 feet of crack (60 feet top, 25 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab.   "
-        }
-      }
-    }
-  },
-  "B.10.49.021a": {
-    "Description": "Post-tensioned concrete flat slabs- columns without shear reinforcing  0.2<Vg/Vo<.0.4, no continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI-318-77, ACI-318-89, ACI-318-05, IBC-03 \nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-          "RepairAction": "Shore damaged area in the two stories below. Remove 100 square feet of concrete slab per column, preserving the slab reinforcement; lap splice 30 new 10 foot long rebar with existing rebar; place formwork; recast concrete slab; remove forms, replace and repair finishes; replace furnishings, ceilings, mechanical, electrical, and plumbing systems. Cracks wide enough to be grouted are included in the portion of slab to be demolished and recast."
-        }
-      }
-    }
-  },
-  "B.10.49.021b": {
-    "Description": "Post-tensioned concrete flat slabs- columns without shear reinforcing  0.2<Vg/Vo<.0.4, with continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI-318-77, ACI-318-89, ACI-318-05, IBC-03 \nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-          "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 25 feet of crack (20 feet top, 5 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab.  "
-        }
-      }
-    }
-  },
-  "B.10.49.022a": {
-    "Description": "Post-tensioned concrete flat slabs- columns without shear reinforcing  0.4<Vg/Vo<.0.6, no continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI-318-77, ACI-318-83, ACI-318-89, ACI-318-05\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-          "RepairAction": "Shore damaged area in the two stories below. Remove 100 square feet of concrete slab per column, preserving the slab reinforcement; lap splice 30 new 10 foot long rebar with existing rebar; place formwork; recast concrete slab; remove forms, replace and repair finishes; replace furnishings, ceilings, mechanical, electrical, and plumbing systems. . Cracks wide enough to be grouted are included in the portion of slab to be demolished and recast."
-        }
-      }
-    }
-  },
-  "B.10.49.022b": {
-    "Description": "Post-tensioned concrete flat slabs- columns without shear reinforcing  0.4<Vg/Vo<.0.6, with continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI-318-77, ACI-318-83, ACI-318-89, ACI-318-05\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-          "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 40 feet of crack (30 feet top, 10 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab."
-        }
-      }
-    }
-  },
-  "B.10.49.031": {
-    "Description": "Post-tensioned concrete flat slabs- columns with shear reinforcing  0<Vg/Vo<.0.4",
-    "Comments": "Costing is on a per joint basis.\nNotes: Fragilities were based on judgment due to lack of test data.\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-          "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 45 feet of crack (35 feet top, 10 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab."
-        }
-      }
-    }
-  },
-  "B.10.49.032": {
-    "Description": "Post-tensioned concrete flat slabs- columns with shear reinforcing  0.4<Vg/Vo<.0.6",
-    "Comments": "Costing is on a per joint basis.\nNotes: Fragilities were based on judgment due to lack of test data.\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-          "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 60 feet of crack (45 feet top, 15 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab.  "
-        }
-      }
-    }
-  },
-  "B.10.49.041a": {
-    "Description": "Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing  0<Vg/Vo<0.4, no continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nNotes: Fragilities were based on judgment due to lack of test data.  The only available data were from a specimen that was constructed using ACI 318-89\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded.  Spalling of concrete may or may not occur.  Slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs causing significant spalling of concrete.",
-          "RepairAction": "Shore damaged area in the two stories below. Remove 100 square feet of concrete slab per column, preserving the slab reinforcement; lap splice 30 new 10 foot long rebar with existing rebar; place formwork; recast concrete slab; remove forms, replace and repair finishes; replace furnishings, ceilings, mechanical, electrical, and plumbing systems. Cracks wide enough to be grouted are included in the portion of slab to be demolished and recast."
-        }
-      }
-    }
-  },
-  "B.10.49.041b": {
-    "Description": "Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing  0<Vg/Vo<0.4, with continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nNotes: Fragilities were based on judgment due to lack of test data.  The only available data were from a specimen that was constructed using ACI 318-89\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded.  Spalling of concrete may or may not occur.  Slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs causing significant spalling of concrete.",
-          "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 40 feet of crack (30 feet top, 10 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab. "
-        }
-      }
-    }
-  },
-  "B.10.49.042a": {
-    "Description": "Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing  0.4<Vg/Vo<0.6, no continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nNotes: Fragilities were based on judgment due to lack of test data.\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded.  Spalling of concrete may or may not occur.  Slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs causing significant spalling of concrete.",
-          "RepairAction": "Shore damaged area in the two stories below. Remove 100 square feet of concrete slab per column, preserving the slab reinforcement; lap splice 30 new 10 foot long rebar with existing rebar; place formwork; recast concrete slab; remove forms, replace and repair finishes; replace furnishings, ceilings, mechanical, electrical, and plumbing systems. Cracks wide enough to be grouted are included in the portion of slab to be demolished and recast."
-        }
-      }
-    }
-  },
-  "B.10.49.042b": {
-    "Description": "Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing  0.4<Vg/Vo<0.6, with continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nNotes: Fragilities were based on judgment due to lack of test data.\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Yield strain of the slab flexural reinforcement has been exceeded.  Spalling of concrete may or may not occur.  Slab exhibits large enough crack widths to allow epoxy injection.",
-          "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Punching occurs causing significant spalling of concrete.",
-          "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 55 feet of crack (40 feet top, 15 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab. "
-        }
-      }
-    }
-  },
-  "B.10.51.001": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, shear dominated, 4\" to 6\"' thick, up to 12 foot tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal. ",
-          "RepairAction": "Grout wall.  Epoxy injection.  Paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-          "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-        }
-      }
-    }
-  },
-  "B.10.51.002": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, shear dominated, 4\" to 6\"' thick, greater than 12 foot tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal. ",
-          "RepairAction": "Grout wall.  Epoxy injection.  Paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-          "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-        }
-      }
-    }
-  },
-  "B.10.51.003": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, 4\" to 6\" thick, flexure dominated up to 12' tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-          "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-          "RepairAction": "Remove loose masonry.  Patch spalls with non-shrink grout.  Grout wall.  Epoxy injection.  Paint each side."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-          "RepairAction": " Shore. - Demolish existing wall. - Construct new wall. "
-        }
-      }
-    }
-  },
-  "B.10.51.004": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, 4\" to 6\" thick, flexure dominated greater than 12' tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-          "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-          "RepairAction": "Remove loose masonry.  Patch spalls with non-shrink grout.  Grout wall.  Epoxy injection.  Paint each side."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-          "RepairAction": " Shore. - Demolish existing wall. - Construct new wall."
-        }
-      }
-    }
-  },
-  "B.10.51.011": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, shear dominated, 8\" to 12\"' thick, up to 12 foot tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal. ",
-          "RepairAction": "Grout wall.  Epoxy injection.  Paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-          "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-        }
-      }
-    }
-  },
-  "B.10.51.012": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, shear dominated, 8\" to 12\"' thick, greater than 12 foot tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal. ",
-          "RepairAction": "Grout wall.  Epoxy injection.  Paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-          "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-        }
-      }
-    }
-  },
-  "B.10.51.013": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, 8\" to 12\" thick, flexure dominated up to 12' tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel,\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-          "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-          "RepairAction": "Remove loose masonry.  Patch spalls with non-shrink grout.  Grout wall.  Epoxy injection.  Paint each side."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-          "RepairAction": " Shore. - Demolish existing wall. - Construct new wall."
-        }
-      }
-    }
-  },
-  "B.10.51.014": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, 8\" to 12\" thick, flexure dominated greater than 12' tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-          "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-          "RepairAction": "Remove loose masonry.  Patch spalls with non-shrink grout.  Grout wall.  Epoxy injection.  Paint each side."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-          "RepairAction": " Shore. - Demolish existing wall. - Construct new wall."
-        }
-      }
-    }
-  },
-  "B.10.51.021": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, shear dominated, 16\" thick, up to 12 foot tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal. ",
-          "RepairAction": "Grout wall.  Epoxy injection.  Paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-          "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-        }
-      }
-    }
-  },
-  "B.10.51.022": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, shear dominated,16\"' thick, greater than 12 foot tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal.  ",
-          "RepairAction": "Grout wall.  Epoxy injection.  Paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-          "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-        }
-      }
-    }
-  },
-  "B.10.51.023": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, 16\" thick, flexure dominated up to 12' tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-          "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-          "RepairAction": "Remove loose masonry.  Patch spalls with non-shrink grout.  Grout wall.  Epoxy injection.  Paint each side."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-          "RepairAction": " Shore. - Demolish existing wall. - Construct new wall. "
-        }
-      }
-    }
-  },
-  "B.10.51.024": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, 16\" thick, flexure dominated greater than 12' tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-          "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-          "RepairAction": "Remove loose masonry.  Patch spalls with non-shrink grout.  Grout wall.  Epoxy injection.  Paint each side."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-          "RepairAction": "  Shore. - Demolish existing wall. - Construct new wall."
-        }
-      }
-    }
-  },
-  "B.10.52.001": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 8\" or 12\" thick, shear dominated, up t o12' tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal.  ",
-          "RepairAction": "Epoxy injection.  Paint each side."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-          "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-        }
-      }
-    }
-  },
-  "B.10.52.002": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 8\" or 12\" thick, shear dominated, greater than 12' tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal.  ",
-          "RepairAction": "Epoxy injection.  Paint each side."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-          "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-        }
-      }
-    }
-  },
-  "B.10.52.003": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 8\" to 12\" thick, flexure dominated up to 12' tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-          "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-          "RepairAction": "Epoxy injection to repair cracks.  Remove loose masonry.  Patch spalls with non-shrink grout.  Paint each side. "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-          "RepairAction": " Shore. - Demolish existing wall. - Construct new wall."
-        }
-      }
-    }
-  },
-  "B.10.52.004": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 8\" to 12\" thick, flexure dominated greater than 12' tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-          "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-          "RepairAction": "Epoxy injection to repair cracks.  Remove loose masonry.  Patch spalls with non-shrink grout.  Paint each side. "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-          "RepairAction": " Shore. - Demolish existing wall. - Construct new wall."
-        }
-      }
-    }
-  },
-  "B.10.52.011": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 16\" thick, shear dominated, up to 12' tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal. ",
-          "RepairAction": "Epoxy injection at cracks.  Paint each side."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-          "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-        }
-      }
-    }
-  },
-  "B.10.52.012": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 16\" thick, shear dominated, greater than 12' tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal. ",
-          "RepairAction": "Epoxy injection at cracks.  Paint each side."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-          "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-        }
-      }
-    }
-  },
-  "B.10.52.013": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 16\" thick, flexure dominated up to 12' tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-          "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-          "RepairAction": "Epoxy injection to repair cracks.  Remove loose masonry.  Patch spalls with non-shrink grout.  Paint each side. "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-          "RepairAction": " Shore. - Demolish existing wall. - Construct new wall. "
-        }
-      }
-    }
-  },
-  "B.10.52.014": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 16\" thick, flexure dominated greater than 12' tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-          "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-          "RepairAction": "Epoxy injection to repair cracks.  Remove loose masonry.  Patch spalls with non-shrink grout.  Paint each side. "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-          "RepairAction": " Shore. - Demolish existing wall. - Construct new wall. "
-        }
-      }
-    }
-  },
-  "B.10.61.001a": {
-    "Description": "Cold formed steel walls with wood structural panel sheathing, interior - gypsum board",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  38 mil cold formed steel framing with 7/16 OSB and 3/8 plywood panel sheathing with overturning restraint at each end of the wall per AISI design standard.  No. 8 screws 2\" to 6\" OC at perimeter and 12\" OC EW in field.  \nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restraint at each end of wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Sheathing faster pull through or tear out.  (20% of fasteners.)",
-          "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, tape and sand, repaint.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Failure of structural panels.  ",
-          "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace sheathing, replace gypsum wall board, tape and sand, repaint.  "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Failure of wall.",
-          "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Provide shoring.  Modify mechanical and electrical as required for repair work.  Replace metal stud framing, boundary elements, sheathing, replace gypsum wall board, tape and sand, repaint.  "
-        }
-      }
-    }
-  },
-  "B.10.61.001b": {
-    "Description": "Cold formed steel walls with wood structural panel sheathing, exterior - stucco one side",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  38 mil cold formed steel framing with 7/16 OSB and 3/8 plywood panel sheathing with overturning restraint at each end of the wall per AISI design standard.  No. 8 screws 2\" to 6\" OC at perimeter and 12\" OC EW in field.  \nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restraint at each end of wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Sheathing faster pull through or tear out.  (20% of fasteners.)",
-          "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, stucco, tape and sand, repaint.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Failure of structural panels.  ",
-          "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace sheathing, replace gypsum wall board, stucco, tape and sand, repaint.  "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Failure of wall.",
-          "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Provide shoring.  Modify mechanical and electrical as required for repair work.  Replace metal stud framing, boundary elements, sheathing, replace gypsum wall board, stucco, tape and sand, repaint.  "
-        }
-      }
-    }
-  },
-  "B.10.61.011a": {
-    "Description": "Cold formed steel walls with flat strap X-bracing, interior - gypsum board",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 4.5 inch x 33 mil flat strap X-bracing on one side.  Straps attached to gussets with No. 8 screws.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local buckling of chord studs.",
-          "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, metal stud framing as needed, reinstall X bracing as required, tape and sand, repaint.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Failure of many framing members and collapse.",
-          "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, boundary elements, metal stud framing, install X bracing, tape and sand, repaint.  "
-        }
-      }
-    }
-  },
-  "B.10.61.011b": {
-    "Description": "Cold formed steel walls with flat strap X-bracing, exterior - stucco one side",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 4.5 inch x 33 mil flat strap X-bracing on one side.  Straps attached to gussets with No. 8 screws.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local buckling of chord studs.",
-          "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, stucco, metal stud framing as needed, reinstall X bracing as required, tape and sand, repaint.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Failure of many framing members and collapse.",
-          "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, stucco, boundary elements, metal stud framing, install X bracing, tape and sand, repaint.  "
-        }
-      }
-    }
-  },
-  "B.10.61.021a": {
-    "Description": "Cold formed steel walls with 22 or 31 mil steel sheathing, interior - gypsum board",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 22 or 31 mil steel sheathing attached with No. 8 screws spaced 2\" or 6\" OC at perimeter and 12\" OC EW in the field.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Pull out of sheathing fasteners from studs.",
-          "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, tape, sand, paint."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of steel sheathing.  Buckling of framing members.",
-          "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Install new sheathing, new metal stud framing as needed, replace gypsum wall board, tape, sand, paint."
-        }
-      }
-    }
-  },
-  "B.10.61.021b": {
-    "Description": "Cold formed steel walls with 22 or 31 mil steel sheathing, exterior - stucco one side",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 22 or 31 mil steel sheathing attached with No. 8 screws spaced 2\" or 6\" OC at perimeter and 12\" OC EW in the field.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Pull out of sheathing fasteners from studs.",
-          "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, stucco, tape, sand, paint."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of steel sheathing.  Buckling of framing members.",
-          "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Install new sheathing, new metal stud framing as needed, replace gypsum wall board, stucco,, tape, sand, paint."
-        }
-      }
-    }
-  },
-  "B.10.71.001": {
-    "Description": "Light framed wood walls with structural panel sheathing, gypsum wallboard no hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, no hold-downs. \nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight separation of sheathing or nails which come loose.",
-          "RepairAction": "Remove exterior pliable siding, replace loose nails, reinstall siding."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Permanent rotation of sheathing, tear out of nails or sheathing.",
-          "RepairAction": "Remove exterior pliable siding, remove wood sheathing, install new sheathing, reinstall siding."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of studs, major sill plate cracking.",
-          "RepairAction": "Remove and replace siding, sheathing, studs and plates. Provide shoring as required. "
-        }
-      }
-    }
-  },
-  "B.10.71.002": {
-    "Description": "Light framed wood walls with structural panel sheathing, gypsum wallboard and hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:   1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, with hold-downs. \nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight separation of sheathing or nails which come loose.",
-          "RepairAction": "Remove exterior pliable siding, replace loose nails, reinstall siding."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Permanent rotation of sheathing, tear out of nails or sheathing.",
-          "RepairAction": "Remove exterior pliable siding, remove wood sheathing, install new sheathing, reinstall siding."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of studs, major sill plate cracking.",
-          "RepairAction": "Remove and replace siding, sheathing, studs and plates. Provide shoring as required. "
-        }
-      }
-    }
-  },
-  "B.10.71.011": {
-    "Description": "Light framed wood walls with structural panel sheathing, stucco no hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, with no hold-downs. Three layer 7/8\" stucco with 1/2-inch chop strand fibers applied over wire mesh fastened with 1.25 -inch long staples.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracking of stucco.",
-          "RepairAction": "Clean stucco cracks. Fill cracks with cement compound. Repaint wall to hide cracks."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Spalling of stucco, separation of stucco and sheathing from studs. ",
-          "RepairAction": "Remove loose stucco and patch spalled areas with stucco. Repaint to hide repairs."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of studs, major sill plate cracking.",
-          "RepairAction": "Remove and replace studs, plates, sheathing, and stucco. Shore as required."
-        }
-      }
-    }
-  },
-  "B.10.71.012": {
-    "Description": "Light framed wood walls with structural panel sheathing, stucco,  hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, with hold-downs. Three layer 7/8\" stucco with 1/2-inch chop strand fibers applied over wire mesh fastened with 1.25 -inch long staples.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracking of stucco.",
-          "RepairAction": "Clean stucco cracks. Fill cracks with cement compound. Repaint wall to hide cracks."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Spalling of stucco, separation of stucco and sheathing from studs. ",
-          "RepairAction": "Remove loose stucco and patch spalled areas with stucco. Repaint to hide repairs."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of studs, major sill plate cracking.",
-          "RepairAction": "Remove and replace studs, plates, sheathing, and stucco. Shore as required."
-        }
-      }
-    }
-  },
-  "B.10.71.031": {
-    "Description": "Wood walls with diagonal let-in bracing",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  Stud wall framing consists of 2 x 4\u2019s at 16 inches on center with double top plates and single sill plate. Diagonal bracing includes 2 forms. Block-bracing consists of diagonal blocking between studs that extends from the top of one edge of the panel to the bottom of the opposite edge. Diagonal bracing may also consist of let-in bracing for which a 1x or 2x brace (with same inclination as described for block-bracing) is recessed into studs. Walls may be sheathed with horizontal or vertical lumber siding.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Failure of diagonal bracing.",
-          "RepairAction": "Remove and replace sheathing studs, plates and bracing and replace with new stud wall construction of plywood, hold-downs, etc. Provide shoring as required."
-        }
-      }
-    }
-  },
-  "B.10.71.041": {
-    "Description": "Exterior Wall - Type: Gypsum with wood studs, Full Height, Fixed Below, Fixed Above",
-    "Comments": "Costing based upon 13'x100' Panels\nConstruction Quality: Normal\nNotes: Copy of C1011.011a for use as an exterior wall.",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Screws pop-out, minor cracking of wall board, warping or cracking of tape.",
-          "RepairAction": "Retape joints, paste and repaint both sides of  full 100 foot length of wall board."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate cracking or crushing of gypsum wall boards (typically in corners and in corners of openings).",
-          "RepairAction": "Remove full 100 foot length of wall board (both sides), install new wall board (both sides), tape, paste and repaint."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Significant cracking and/or crushing of gypsum wall boards- buckling of studs and tearing of tracks.",
-          "RepairAction": "Remove and replace full 100 foot length of metal stud wall, both sides of the gypsum wall board and any embedded utilities, and tape, paste and repaint."
-        }
-      }
-    }
-  },
-  "B.20.11.001a": {
-    "Description": "Exterior Wall - Cold formed steel walls with wood structural panel sheathing, interior - gypsum board",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  38 mil cold formed steel framing with 7/16 OSB and 3/8 plywood panel sheathing with overturning restraint at each end of the wall per AISI design standard.  No. 8 screws 2\" to 6\" OC at perimeter and 12\" OC EW in field.  \nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restraint at each end of wall.\nNotes: Copy of B1061.001a for use as an exterior wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Sheathing faster pull through or tear out.  (20% of fasteners.)",
-          "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, tape and sand, repaint.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Failure of structural panels.  ",
-          "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace sheathing, replace gypsum wall board, tape and sand, repaint.  "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Failure of wall.",
-          "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Provide shoring.  Modify mechanical and electrical as required for repair work.  Replace metal stud framing, boundary elements, sheathing, replace gypsum wall board, tape and sand, repaint.  "
-        }
-      }
-    }
-  },
-  "B.20.11.001b": {
-    "Description": "Exterior Wall - Cold formed steel walls with wood structural panel sheathing, exterior - stucco one side",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  38 mil cold formed steel framing with 7/16 OSB and 3/8 plywood panel sheathing with overturning restraint at each end of the wall per AISI design standard.  No. 8 screws 2\" to 6\" OC at perimeter and 12\" OC EW in field.  \nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restraint at each end of wall.\nNotes: Copy of B1061.001b for use as an exterior wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Sheathing faster pull through or tear out.  (20% of fasteners.)",
-          "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, stucco, tape and sand, repaint.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Failure of structural panels.  ",
-          "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace sheathing, replace gypsum wall board, stucco, tape and sand, repaint.  "
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Failure of wall.",
-          "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Provide shoring.  Modify mechanical and electrical as required for repair work.  Replace metal stud framing, boundary elements, sheathing, replace gypsum wall board, stucco, tape and sand, repaint.  "
-        }
-      }
-    }
-  },
-  "B.20.11.011a": {
-    "Description": "Exterior Wall - Cold formed steel walls with flat strap X-bracing, interior - gypsum board",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 4.5 inch x 33 mil flat strap X-bracing on one side.  Straps attached to gussets with No. 8 screws.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.\nNotes: Copy of B1061.011a for use as an exterior wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local buckling of chord studs.",
-          "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, metal stud framing as needed, reinstall X bracing as required, tape and sand, repaint.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Failure of many framing members and collapse.",
-          "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, boundary elements, metal stud framing, install X bracing, tape and sand, repaint.  "
-        }
-      }
-    }
-  },
-  "B.20.11.011b": {
-    "Description": "Exterior Wall - Cold formed steel walls with flat strap X-bracing, exterior - stucco one side",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 4.5 inch x 33 mil flat strap X-bracing on one side.  Straps attached to gussets with No. 8 screws.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.\nNotes: Copy of B1061.011b for use as an exterior wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local buckling of chord studs.",
-          "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, stucco, metal stud framing as needed, reinstall X bracing as required, tape and sand, repaint.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Failure of many framing members and collapse.",
-          "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, stucco, boundary elements, metal stud framing, install X bracing, tape and sand, repaint.  "
-        }
-      }
-    }
-  },
-  "B.20.11.021a": {
-    "Description": "Exterior Wall - Cold formed steel walls with 22 or 31 mil steel sheathing, interior - gypsum board",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 22 or 31 mil steel sheathing attached with No. 8 screws spaced 2\" or 6\" OC at perimeter and 12\" OC EW in the field.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.\nNotes: Copy of B1061.021a for use as an exterior wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Pull out of sheathing fasteners from studs.",
-          "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, tape, sand, paint."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of steel sheathing.  Buckling of framing members.",
-          "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Install new sheathing, new metal stud framing as needed, replace gypsum wall board, tape, sand, paint."
-        }
-      }
-    }
-  },
-  "B.20.11.021b": {
-    "Description": "Exterior Wall - Cold formed steel walls with 22 or 31 mil steel sheathing, exterior - stucco one side",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 22 or 31 mil steel sheathing attached with No. 8 screws spaced 2\" or 6\" OC at perimeter and 12\" OC EW in the field.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.\nNotes: Copy of B1061.021b for use as an exterior wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Pull out of sheathing fasteners from studs.",
-          "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, stucco, tape, sand, paint."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of steel sheathing.  Buckling of framing members.",
-          "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Install new sheathing, new metal stud framing as needed, replace gypsum wall board, stucco,, tape, sand, paint."
-        }
-      }
-    }
-  },
-  "B.20.11.101": {
-    "Description": "Exterior Wall - Light framed wood walls with structural panel sheathing, gypsum wallboard no hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, no hold-downs. \nNotes: Copy of B1071.001 for use as an exterior wall.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight separation of sheathing or nails which come loose.",
-          "RepairAction": "Remove exterior pliable siding, replace loose nails, reinstall siding."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Permanent rotation of sheathing, tear out of nails or sheathing.",
-          "RepairAction": "Remove exterior pliable siding, remove wood sheathing, install new sheathing, reinstall siding."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of studs, major sill plate cracking.",
-          "RepairAction": "Remove and replace siding, sheathing, studs and plates. Provide shoring as required. "
-        }
-      }
-    }
-  },
-  "B.20.11.102": {
-    "Description": "Exterior Wall - Light framed wood walls with structural panel sheathing, stucco,  hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, with hold-downs. Three layer 7/8\" stucco with 1/2-inch chop strand fibers applied over wire mesh fastened with 1.25 -inch long staples.\nNotes: Copy of B1071.002 for use as an exterior wall.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracking of stucco.",
-          "RepairAction": "Clean stucco cracks. Fill cracks with cement compound. Repaint wall to hide cracks."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Spalling of stucco, separation of stucco and sheathing from studs. ",
-          "RepairAction": "Remove loose stucco and patch spalled areas with stucco. Repaint to hide repairs."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of studs, major sill plate cracking.",
-          "RepairAction": "Remove and replace studs, plates, sheathing, and stucco. Shore as required."
-        }
-      }
-    }
-  },
-  "B.20.11.111": {
-    "Description": "Exterior Wall - Light framed wood walls with structural panel sheathing, stucco no hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, with no hold-downs. Three layer 7/8\" stucco with 1/2-inch chop strand fibers applied over wire mesh fastened with 1.25 -inch long staples.\nNotes: Copy of B1071.011 for use as an exterior wall.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracking of stucco.",
-          "RepairAction": "Clean stucco cracks. Fill cracks with cement compound. Repaint wall to hide cracks."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Spalling of stucco, separation of stucco and sheathing from studs. ",
-          "RepairAction": "Remove loose stucco and patch spalled areas with stucco. Repaint to hide repairs."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of studs, major sill plate cracking.",
-          "RepairAction": "Remove and replace studs, plates, sheathing, and stucco. Shore as required."
-        }
-      }
-    }
-  },
-  "B.20.11.121": {
-    "Description": "Exterior Wall - Light framed wood walls with structural panel sheathing, gypsum wallboard and hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:   1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, with hold-downs. \nNotes: Copy of B1071.021 for use as an exterior wall.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight separation of sheathing or nails which come loose.",
-          "RepairAction": "Remove exterior pliable siding, replace loose nails, reinstall siding."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Permanent rotation of sheathing, tear out of nails or sheathing.",
-          "RepairAction": "Remove exterior pliable siding, remove wood sheathing, install new sheathing, reinstall siding."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Fracture of studs, major sill plate cracking.",
-          "RepairAction": "Remove and replace siding, sheathing, studs and plates. Provide shoring as required. "
-        }
-      }
-    }
-  },
-  "B.20.11.131": {
-    "Description": "Exterior Wall - Wood walls with diagonal let-in bracing",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  Stud wall framing consists of 2 x 4\u2019s at 16 inches on center with double top plates and single sill plate. Diagonal bracing includes 2 forms. Block-bracing consists of diagonal blocking between studs that extends from the top of one edge of the panel to the bottom of the opposite edge. Diagonal bracing may also consist of let-in bracing for which a 1x or 2x brace (with same inclination as described for block-bracing) is recessed into studs. Walls may be sheathed with horizontal or vertical lumber siding.\nNotes: Copy of B1071.031 for use as an exterior wall.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Failure of diagonal bracing.",
-          "RepairAction": "Remove and replace sheathing studs, plates and bracing and replace with new stud wall construction of plywood, hold-downs, etc. Provide shoring as required."
-        }
-      }
-    }
-  },
-  "B.20.11.201a": {
-    "Description": "Precast Concrete Panels 4.5 inches thick - in plane deformation",
-    "Comments": "Costing is based upon 30'x13' panels.\nSeismic Installation Conditions: All\nNotes: Determine fragility story drift median demand in accordance with Chapter 7 of Volume 2.",
-    "SuggestedComponentBlockSize": "30 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cladding units damaged by impact at corners at  column covers.  Damage in field is either attributed to natural edge chipping / damage,  or is deemed to not warrant full repair.  Repair assumes cosmetic chip patching.",
-          "RepairAction": "By User, Repair cost assumed to equal 20% of DS2."
-        },
-        "DS2": {
-          "Description": "Cladding units damaged by impact at corners at  column covers.",
-          "RepairAction": "By User, Cost listed assumed the replacement of the panel"
-        }
-      }
-    }
-  },
-  "B.20.11.201b": {
-    "Description": "Precast Concrete Panels 4.5 inches thick - out of plane deformation",
-    "Comments": "Costing is based upon 30'x13' panels.\nSeismic Installation Conditions: All\nNotes: Determine fragility peak floor acceleration anchorage capacity in accordance with Chapter 7 of Volume 2.",
-    "SuggestedComponentBlockSize": "30 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cladding units damaged by out of plane anchorage failure.  Unit requires replacement.",
-          "RepairAction": "By User - Replace cladding panel."
-        }
-      }
-    }
-  },
-  "B.20.22.001": {
-    "Description": "Curtain Walls - Generic Midrise Stick-Built Curtain wall, Config: Monolithic, Lamination: Unknown, Glass Type: Unknown, Details: Aspect ratio = 6:5,  Other details Unknown",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.002": {
-    "Description": "Curtain Walls - Generic Midrise Stick-Built Curtain wall, Config: Insulating Glass Units (dual pane), Lamination: Unknown, Glass Type: Unknown, Details: Aspect ratio = 6:5,  Other details Unknown",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.011": {
-    "Description": "Midrise stick-built curtain wall, Config: Asymmetric insulating glass units (dual-pane, unequal-thickness IGU), Lamination: Laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) inner AN / 1/2 in. (13 mm) outer AN LAM (0.030 PVB) IGU; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Gasket seal failure.",
-          "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Glass falls out.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.021": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN LAM (0.030 PVB); glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.022": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN laminated, 2-sided SSG, Center Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": ""
-        }
-      }
-    }
-  },
-  "B.20.22.023": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN laminated, 2-sided SSG, Outside Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.  User to confirm damage state, repair, lead time, and casualty data.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": ""
-        }
-      }
-    }
-  },
-  "B.20.22.031": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.032": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0 in. (0 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.033": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.13 in. (3 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.034": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.25 in. (6 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.035": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 2:1 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "32 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.036": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1:2 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "32 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.037": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic, 2-sided SSG, Center Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.038": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic, 2-sided SSG, Outside Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.039": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.040": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 2:1 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.041": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1:2 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.051": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 1/4 in. (6 mm) FT monolithic, 2-sided SSG, Center Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.052": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 1/4 in. (6 mm) FT monolithic, 2-sided SSG, Outside Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.053": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 1/4 in. (6 mm) FT monolithic, Seamed Edge; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.054": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 1/4 in. (6 mm) FT monolithic, Polished Edge; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.061": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Heat strengthened, Details: 1/4 in. (6 mm) HS monolithic; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.071": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) inner AN / 1/4 in. (6 mm) outer AN LAM (0.030 PVB) IGU; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Gasket seal failure.",
-          "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Glass falls out.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.072": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) inner AN / 1/4 in. (6 mm) outer AN LAM (0.060 PVB) IGU; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Gasket seal failure.",
-          "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Glass falls out.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.081": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Annealed, Details: 1 in. (25 mm) AN insulating glass unit (IGU) [1/4 in. (6 mm) inner and outer panes]; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.082": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Annealed, Details: 1 in. (25 mm) AN IGU [1/4 in. (6 mm) inner and outer panes]; glass-frame clearance = 0.25 in. (6 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass falls from frame.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.083": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Annealed, Details: 1 in. (25 mm) AN IGU [1/4 in. (6 mm) inner and outer panes], 2-sided SSG, Center Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Gasket seal failure.",
-          "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Glass falls out.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.084": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Annealed, Details: 1 in. (25 mm) AN IGU [1/4 in. (6 mm) inner and outer panes], 2-sided SSG, Outside Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Gasket seal failure.",
-          "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Glass falls out.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.091": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes]; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Gasket seal failure.",
-          "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Glass falls out.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.101": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Heat strengthened, Details: 1 in. (25 mm) HS IGU [1/4 in. (6 mm) inner and outer panes]; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Gasket seal failure.",
-          "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Glass falls out.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.22.201": {
-    "Description": "Curtain Walls - Unitized curtain wall (also generic unitized curtain wall), Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1-1/4 in. (32 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], 4-sided SSG, VHBTM SGTTM; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = Varies sealant = wet",
-    "Comments": "\nNotes: Damage state DS3 of glass fall out did not occur in physical testing to 10% drift.  DS3 0.1 median demand is intentional.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Gasket seal failure.",
-          "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Glass falls out.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.23.001": {
-    "Description": "Generic Storefront, Config: Monolithic, Lamination: Unknown, Glass Type: Unknown, Details: Aspect ratio = 6:5,  Other details Unknown",
-    "Comments": "\nNotes: None  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Gasket seal failure.",
-          "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Glass falls out.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.23.002": {
-    "Description": "Generic Storefront, Config: IGU, Lamination: Unknown, Glass Type: Unknown, Details: Aspect ratio = 6:5,  Other details Unknown",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Gasket seal failure.",
-          "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Glass falls out.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.23.011": {
-    "Description": "Storefront, Config: Monolithic, Lamination: Laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN LAM (0.030 PVB); glass-frame clearance = 0.41 in. (10 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Gasket seal failure.",
-          "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Glass falls out.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.23.021": {
-    "Description": "Storefront, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.41 in. (10 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Gasket seal failure.",
-          "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Glass falls out.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.23.031": {
-    "Description": "Storefront, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 3/8 in. (10 mm) FT monolithic, Planar Specimen; glass-frame clearance = 0.5 in. (13 mm); aspect ratio = 1.93:1 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Remove glass, replace frame, reinstall glass"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Frame Damage",
-          "RepairAction": "Remove and replace frame and glass."
-        }
-      }
-    }
-  },
-  "B.20.23.032": {
-    "Description": "Storefront, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 3/8 in. (10 mm) FT monolithic, Corner Cond. Specimen, in-plane; glass-frame clearance = 0.5 in. (13 mm); aspect ratio = 1.93:1 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Remove glass, replace frame, reinstall glass"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Frame Damage",
-          "RepairAction": "Remove and replace frame and glass."
-        }
-      }
-    }
-  },
-  "B.20.23.033": {
-    "Description": "Storefront, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 3/8 in. (10 mm) FT monolithic, Corner Cond. Specimen, combined; glass-frame clearance = 0.5 in. (13 mm); aspect ratio = 1.93:1 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Remove glass, replace frame, reinstall glass"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Frame Damage",
-          "RepairAction": "Remove and replace frame and glass."
-        }
-      }
-    }
-  },
-  "B.20.23.034": {
-    "Description": "Storefront, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 3/8 in. (10 mm) FT monolithic, Corner Cond. Specimen, Short side; glass-frame clearance = 0.5 in. (13 mm); aspect ratio = 2.72:1 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Remove glass, replace frame, reinstall glass"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Frame Damage",
-          "RepairAction": "Remove and replace frame and glass."
-        }
-      }
-    }
-  },
-  "B.20.23.041": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Annealed, Details: 1 in. (25 mm) AN IGU; glass-frame clearance = 0.59 in. (15 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Gasket seal failure.",
-          "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracking.",
-          "RepairAction": "Replace cracked glass panel."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Glass falls out.",
-          "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-        }
-      }
-    }
-  },
-  "B.20.23.051": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Planar Specimen; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1.89:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Panel damage (no glass damage).",
-          "RepairAction": "Remove panel, repair frame, replace panel."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracks.",
-          "RepairAction": "Remove panel, replace glass, replace panel."
-        }
-      }
-    }
-  },
-  "B.20.23.052": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Corner Cond. Specimen, in-plane; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1.89:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Panel damage (no glass damage).",
-          "RepairAction": "Remove panel, repair frame, replace panel."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracks.",
-          "RepairAction": "Remove panel, replace glass, replace panel."
-        }
-      }
-    }
-  },
-  "B.20.23.053": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Corner Cond. Specimen, combined; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1.89:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Panel damage (no glass damage).",
-          "RepairAction": "Remove panel, repair frame, replace panel."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracks.",
-          "RepairAction": "Remove panel, replace glass, replace panel."
-        }
-      }
-    }
-  },
-  "B.20.23.054": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Corner Cond. Specimen, Short side; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 2.83:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Panel damage (no glass damage).",
-          "RepairAction": "Remove panel, repair frame, replace panel."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracks.",
-          "RepairAction": "Remove panel, replace glass, replace panel."
-        }
-      }
-    }
-  },
-  "B.20.23.055": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Planar Specimen; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1.88:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Panel damage (no glass damage).",
-          "RepairAction": "Remove panel, repair frame, replace panel."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracks.",
-          "RepairAction": "Remove panel, replace glass, replace panel."
-        }
-      }
-    }
-  },
-  "B.20.23.056": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Corner Cond. Specimen, in-plane; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1.88:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Panel damage (no glass damage).",
-          "RepairAction": "Remove panel, repair frame, replace panel."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracks.",
-          "RepairAction": "Remove panel, replace glass, replace panel."
-        }
-      }
-    }
-  },
-  "B.20.23.057": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Corner Cond. Specimen, combined; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1.88:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Panel damage (no glass damage).",
-          "RepairAction": "Remove panel, repair frame, replace panel."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracks.",
-          "RepairAction": "Remove panel, replace glass, replace panel."
-        }
-      }
-    }
-  },
-  "B.20.23.058": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Corner Cond. Specimen, Short side; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 2.82:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Panel damage (no glass damage).",
-          "RepairAction": "Remove panel, repair frame, replace panel."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Glass cracks.",
-          "RepairAction": "Remove panel, replace glass, replace panel."
-        }
-      }
-    }
-  },
-  "B.30.11.011": {
-    "Description": "Concrete tile roof, tiles secured and compliant with UBC94",
-    "Comments": "Costing per roofing square (100 SF)\nConstruction Quality: Any\nSeismic Installation Conditions: Compliant with UBC 1994",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor damage; tiles dislodged.",
-          "RepairAction": "Reinstall dislodged tiles."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Major portion of tile dislodged.",
-          "RepairAction": "Reinstall dislodged tiles. "
-        }
-      }
-    }
-  },
-  "B.30.11.012": {
-    "Description": "Clay tile roof, tiles secured and compliant with UBC94",
-    "Comments": "Costing per roofing square (100 SF)\nConstruction Quality: Any\nSeismic Installation Conditions: Compliant with UBC 1994",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor damage; tiles dislodged.",
-          "RepairAction": "Replace and install dislodged tiles (assume 5% of area)"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Major portion of tile dislodged.",
-          "RepairAction": "Replace and install dislodged tiles."
-        }
-      }
-    }
-  },
-  "B.30.11.013": {
-    "Description": "Concrete tile roof, unsecured tiles",
-    "Comments": "Costing per roofing square (100 SF)\nConstruction Quality: Any\nSeismic Installation Conditions: Compliant with UBC 1994",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor damage; tiles dislodged.",
-          "RepairAction": "Reinstall dislodged tiles. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Major portion of tile dislodged.",
-          "RepairAction": "Reinstall dislodged tiles. "
-        }
-      }
-    }
-  },
-  "B.30.11.014": {
-    "Description": "Clay tile roof, unsecured tiles",
-    "Comments": "Costing per roofing square (100 SF)\nConstruction Quality: Any\nSeismic Installation Conditions: Compliant with UBC 1994",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor damage; tiles dislodged.",
-          "RepairAction": "Replace and install dislodged tiles (assume 5% of area)"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Major portion of tile dislodged.",
-          "RepairAction": "Replace and install dislodged tiles."
-        }
-      }
-    }
-  },
-  "B.30.31.001a": {
-    "Description": "Masonry Chimney - unreinforced, non industrial, above roof 5 ft, replace with masonry",
-    "Comments": "Demand parameter shall be defined as the first floor peak floor acceleration.  Unreinforced masonry chimney as a component of wood frame buildings.  Includes firebox and chimney, excludes exterior veneer or ornamentation.  May include chimneys where the quality of reinforcing is unknown.  For multiple story buildings enter the chimney fragility once at the first floor, do not specify this fragility at subsequent elevated floors.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  ",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracking with offset > 1/16\"",
-          "RepairAction": "Rebuild above break or replace entire chimney.\nAddl comments (edit or delete as necessary):  Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Toppling of all or a portion of the chimney.",
-          "RepairAction": "Rebuild above break or replace entire chimney."
-        }
-      }
-    }
-  },
-  "B.30.31.001b": {
-    "Description": "Masonry Chimney - unreinforced, non industrial, above roof 10 ft, replace with masonry",
-    "Comments": "Demand parameter shall be defined as the first floor peak floor acceleration.  Unreinforced masonry chimney as a component of wood frame buildings.  Includes firebox and chimney, excludes exterior veneer or ornamentation.  May include chimneys where the quality of reinforcing is unknown.  For multiple story buildings enter the chimney fragility once at the first floor, do not specify this fragility at subsequent elevated floors.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  ",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracking with offset > 1/16\"",
-          "RepairAction": "Rebuild above break or replace entire chimney.\nAddl comments (edit or delete as necessary):  Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Toppling of all or a portion of the chimney.",
-          "RepairAction": "Rebuild above break or replace entire chimney."
-        }
-      }
-    }
-  },
-  "B.30.31.001c": {
-    "Description": "Masonry Chimney - unreinforced, non industrial, above roof 15 ft, replace with masonry",
-    "Comments": "Demand parameter shall be defined as the first floor peak floor acceleration.  Unreinforced masonry chimney as a component of wood frame buildings.  Includes firebox and chimney, excludes exterior veneer or ornamentation.  May include chimneys where the quality of reinforcing is unknown.  For multiple story buildings enter the chimney fragility once at the first floor, do not specify this fragility at subsequent elevated floors.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  ",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracking with offset > 1/16\"",
-          "RepairAction": "Rebuild above break or replace entire chimney.\nAddl comments (edit or delete as necessary):  Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Toppling of all or a portion of the chimney.",
-          "RepairAction": "Rebuild above break or replace entire chimney."
-        }
-      }
-    }
-  },
-  "B.30.31.002a": {
-    "Description": "Masonry Chimney - unreinforced, non industrial, above roof 5 ft, replace with framing",
-    "Comments": "Demand parameter shall be defined as the first floor peak floor acceleration.  Unreinforced masonry chimney as a component of wood frame buildings.  Includes firebox and chimney, excludes exterior veneer or ornamentation.  May include chimneys where the quality of reinforcing is unknown.  For multiple story buildings enter the chimney fragility once at the first floor, do not specify this fragility at subsequent elevated floors.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  ",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracking with offset > 1/16\"",
-          "RepairAction": "Rebuild above break or replace entire chimney.\nAddl comments (edit or delete as necessary):  Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Toppling of all or a portion of the chimney.",
-          "RepairAction": "Rebuild above break or replace entire chimney."
-        }
-      }
-    }
-  },
-  "B.30.31.002b": {
-    "Description": "Masonry Chimney - unreinforced, non industrial, above roof 10 ft, replace with framing",
-    "Comments": "Demand parameter shall be defined as the first floor peak floor acceleration.  Unreinforced masonry chimney as a component of wood frame buildings.  Includes firebox and chimney, excludes exterior veneer or ornamentation.  May include chimneys where the quality of reinforcing is unknown.  For multiple story buildings enter the chimney fragility once at the first floor, do not specify this fragility at subsequent elevated floors.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  ",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracking with offset > 1/16\"",
-          "RepairAction": "Rebuild above break or replace entire chimney.\nAddl comments (edit or delete as necessary):  Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Toppling of all or a portion of the chimney.",
-          "RepairAction": "Rebuild above break or replace entire chimney."
-        }
-      }
-    }
-  },
-  "B.30.31.002c": {
-    "Description": "Masonry Chimney - unreinforced, non industrial, above roof 15 ft, replace with framing",
-    "Comments": "Demand parameter shall be defined as the first floor peak floor acceleration.  Unreinforced masonry chimney as a component of wood frame buildings.  Includes firebox and chimney, excludes exterior veneer or ornamentation.  May include chimneys where the quality of reinforcing is unknown.  For multiple story buildings enter the chimney fragility once at the first floor, do not specify this fragility at subsequent elevated floors.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  ",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracking with offset > 1/16\"",
-          "RepairAction": "Rebuild above break or replace entire chimney.\nAddl comments (edit or delete as necessary):  Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Toppling of all or a portion of the chimney.",
-          "RepairAction": "Rebuild above break or replace entire chimney."
-        }
-      }
-    }
-  },
-  "B.30.41.001": {
-    "Description": "Masonry Parapet - unreinforced, unbraced",
-    "Comments": "Unreinforced and unbraced masonry parapet as a component of a masonry building.  Parapet height / width of approximately 3.  Costing based upon repair of 3ft tall x 10ft segment.\nConstruction Quality: Normal\nSeismic Installation Conditions: All",
-    "SuggestedComponentBlockSize": "10 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracking with offset > 1/16\"",
-          "RepairAction": "Replace and reinforce"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Toppling of all or portion of parapet.",
-          "RepairAction": "Replace and reinforce"
-        }
-      }
-    }
-  },
-  "C.10.11.001a": {
-    "Description": "Wall Partition, Type: Gypsum with metal studs, Full Height, Fixed Below, Fixed Above",
-    "Comments": "Quantity is based upon 13'x100' Panels.  Quantity of wall damaged varies by damage state.\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Screw pop-out, cracking of wall board, warping or cracking of tape, slight crushing of wall panel at corners.",
-          "RepairAction": "Retape joints, paste and repaint.  May require cutting and replacing corner sections of board.  Repair 5% wallboard, 10% retape, 25% repaint."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate cracking or crushing of gypsum wall boards (typically in corners).  Moderate corner gap openings, bending of boundary studs.",
-          "RepairAction": "Remove and replace 10% of wall board (both sides), retape and paste 25% of wall, paint 50% of wall.  Replace boundary studs of approximately 5 intersections per 100 ft of wall length."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of studs and tearing of tracks.  Tearing or bending of top track, tearing at corners with transverse walls, large gap openings, walls displaced.",
-          "RepairAction": "Remove and replace 50% of length of metal stud wall, 50% of both sides of the gypsum, and any embedded utilities.  Retape and paste as required.  Repaint 100%."
-        }
-      }
-    }
-  },
-  "C.10.11.001b": {
-    "Description": "Wall Partition, Type: Gypsum with metal studs, Partial Height, Fixed Below, Lateral Braced Above",
-    "Comments": "Quantity is based upon 13'x100' Panels.  Quantity of wall damaged varies by damage state.\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Screw pop-out, cracking of wall board, warping or cracking of tape, slight crushing of wall panel at corners.",
-          "RepairAction": "Retape joints, paste and repaint.  May require cutting and replacing corner sections of board.  Repair 5% wallboard, 10% retape, 25% repaint."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate cracking or crushing of gypsum wall boards (typically in corners).  Moderate corner gap openings, bending of boundary studs.",
-          "RepairAction": "Remove and replace 10% of wall board (both sides), retape and paste 25% of wall, paint 50% of wall.  Replace boundary studs of approximately 5 intersections per 100 ft of wall length."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of studs and tearing of tracks.  Tearing or bending of top track, tearing at corners with transverse walls, large gap openings, walls displaced.",
-          "RepairAction": "Remove and replace 50% of length of metal stud wall, 50% of both sides of the gypsum, and any embedded utilities.  Retape and paste as required.  Repaint 100%."
-        }
-      }
-    }
-  },
-  "C.10.11.001c": {
-    "Description": "Wall Partition, Type: Gypsum with metal studs, Full Height, Fixed Below, Slip Track Above with returns",
-    "Comments": "Quantity is based upon 13'x100' Panels.  Quantity of wall damaged varies by damage state.\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Screw pop-out, cracking of wall board, warping or cracking of tape, slight crushing of wall panel at corners.",
-          "RepairAction": "Retape joints, paste and repaint.  May require cutting and replacing corner sections of board.  Repair 5% wallboard, 10% retape, 25% repaint."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate cracking or crushing of gypsum wall boards (typically in corners).  Moderate corner gap openings, bending of boundary studs.",
-          "RepairAction": "Remove and replace 10% of wall board (both sides), retape and paste 25% of wall, paint 50% of wall.  Replace boundary studs of approximately 5 intersections per 100 ft of wall length."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Buckling of studs and tearing of tracks.  Tearing or bending of top track, tearing at corners with transverse walls, large gap openings, walls displaced.",
-          "RepairAction": "Remove and replace 50% of length of metal stud wall, 50% of both sides of the gypsum, and any embedded utilities.  Retape and paste as required.  Repaint 100%."
-        }
-      }
-    }
-  },
-  "C.10.11.001d": {
-    "Description": "Wall Partition, Type: Gypsum with metal studs, Full Height, Fixed Below, Slip Track Above w/o returns (friction connections)",
-    "Comments": "Quantity is based upon 13'x100' Panels.  Quantity of wall damaged varies by damage state.\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Screw pop-out, cracking of wall board, warping or cracking of tape, slight crushing of wall panel at corners.",
-          "RepairAction": "Retape joints, paste and repaint.  May require cutting and replacing corner sections of board.  Repair 5% wallboard, 10% retape, 25% repaint."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate cracking or crushing of gypsum wall boards (typically in corners).  Moderate corner gap openings, bending of boundary studs.",
-          "RepairAction": "Remove and replace 10% of wall board (both sides), retape and paste 25% of wall, paint 50% of wall.  Replace boundary studs of approximately 5 intersections per 100 ft of wall length."
-        }
-      }
-    }
-  },
-  "C.10.11.011a": {
-    "Description": "Wall Partition, Type: Gypsum with wood studs, Full Height, Fixed Below, Fixed Above",
-    "Comments": "Quantity is based upon 13'x100' Panels.  Quantity of wall damaged varies by damage state.\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Cracking of paint over fasteners or joints.",
-          "RepairAction": "Gypsum wallboard repaired by replacing the tape along the seam of two adjacent panels, applying new joint compound, sanding, and repainting."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Local and global buckling out-of-plane and crushing of gypsum wallboards.  Studs are typically not damaged by failure of the gypsum wallboard.",
-          "RepairAction": "Replace 25 feet of the affected panel along with the application of new tape, joint compound, followed by sanding and repainting.  Studs are not damaged."
-        },
-        "DS3": {
-          "Description": "Local and global buckling out-of-plane and crushing of gypsum wallboards.  Studs are typically not damaged by failure of the gypsum wallboard.",
-          "RepairAction": "Replace 100 feet of the affected panel along with the application of new tape, joint compound, followed by sanding and repainting.  Studs are not damaged."
-        }
-      }
-    }
-  },
-  "C.20.11.001a": {
-    "Description": "Prefabricated steel stair with steel treads and landings with seismic joints that accommodate drift.",
-    "Comments": "Flexible stair with seismic interstory slip joint.  Steel prefab stringers, steel or concrete filled pan treads.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Non structural damage, local steel yielding.",
-          "RepairAction": "Patch, paint."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Structural damage but live load capacity remains intact.  Buckling of steel, weld cracking.",
-          "RepairAction": "Removal and replacement of damaged components.  Field repair of damage (such as welding).  Repair finsihes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Loss of live load capacity.  Connection and or weld fracture.",
-          "RepairAction": "Replace stair and handrail.  Repair and replace affected soffits and floor finishes."
-        }
-      }
-    }
-  },
-  "C.20.11.001b": {
-    "Description": "Prefabricated steel stair with steel treads and landings with no seismic joint.",
-    "Comments": "Flexible stair without seismic interstory slip joint.  Steel prefab stringers, steel or concrete filled pan treads.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Confirm median demand and dispersion values",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Non structural damage, local steel yielding.",
-          "RepairAction": "Patch, paint."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of steel, weld cracking.",
-          "RepairAction": "Removal and replacement of damaged components.  Field repair of damage (such as welding).  Repair finsihes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Loss of live load capacity.  Connection and or weld fracture.",
-          "RepairAction": "Replace stair and handrail.  Repair and replace affected soffits and floor finishes."
-        }
-      }
-    }
-  },
-  "C.20.11.011a": {
-    "Description": "Non-monolithic precast concrete stair assembly with concrete stringers and treads with seismic joints that accommodate drift.",
-    "Comments": "Rigid stair with seismic interstory drift joint.  Precast concrete stair.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Non structural damage, local concrete cracking, localized concrete spalling, localized rebar yielding.",
-          "RepairAction": "Patch, paint, epoxy injection.  Repair finishes."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Structural damage but live load capacity remains intact.  Extensive concrete cracking, concrete crushing, buckling of rebar.",
-          "RepairAction": "Remove damaged components, install replacement components."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Loss of live load capacity.  Extensive concrete crushing, connection failure.",
-          "RepairAction": "Replace stair and handrail.  Repair and replace affected soffits and floor finishes."
-        }
-      }
-    }
-  },
-  "C.20.11.011b": {
-    "Description": "Non-monolithic precast concrete stair assembly with concrete stringers and treads with no seismic joint.",
-    "Comments": "Rigid stair without seismic interstory drift joint.  Precast concrete stair.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Confirm median demand and dispersion values.  Base document noted that there was insufficient data to establish median demand or dispersion values.  The median demand and dispersion values listed are from a best fit approximation of the data performed by MKA.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Non structural damage, local concrete cracking, localized concrete spalling, localized rebar yielding.",
-          "RepairAction": "Patch, paint, epoxy injection.  Repair finishes."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Structural damage but live load capacity remains intact.  Extensive concrete cracking, concrete crushing, buckling of rebar.",
-          "RepairAction": "Remove damaged components, install replacement components."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Loss of live load capacity.  Extensive concrete crushing, connection failure.",
-          "RepairAction": "Replace stair and handrail.  Repair and replace affected soffits and floor finishes."
-        }
-      }
-    }
-  },
-  "C.20.11.021a": {
-    "Description": "Monolithic cast-in-place and precast concrete stairs with seismic joints that accommodate drift - replace in kind if replacement is required.",
-    "Comments": "Cast in place concrete stair, with seismic interstory drift joint\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local concrete cracking, localized concrete spalling",
-          "RepairAction": "Protect surrounding space, epoxy inject cracks, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Extensive concrete cracking, concrete crushing",
-          "RepairAction": "Protect floor, cut out damaged areas, repair buckled rebar, patch / cast concrete, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Loss of live load capacity.  ",
-          "RepairAction": "Protect area, remove damaged stair including landings and handrails.  Remove and reinstall damaged soffit and mechanical systems.  Replace stair, landings, and handrail.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      }
-    }
-  },
-  "C.20.11.021b": {
-    "Description": "Monolithic cast-in-place and precast concrete stairs with no seismic joints - replace in kind if replacement is required.",
-    "Comments": "Cast in place concrete stair, no seismic interstory drift joint\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local concrete cracking, localized concrete spalling",
-          "RepairAction": "Protect surrounding space, epoxy inject cracks, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Extensive concrete cracking, concrete crushing",
-          "RepairAction": "Protect floor, cut out damaged areas, repair buckled rebar, patch / cast concrete, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Loss of live load capacity.  ",
-          "RepairAction": "Protect area, remove damaged stair including landings and handrails.  Remove and reinstall damaged soffit and mechanical systems.  Replace stair, landings, and handrail.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      }
-    }
-  },
-  "C.20.11.021c": {
-    "Description": "Monolithic cast-in-place and precast concrete stairs with seismic joints that accommodate drift - replace with prefabricated steel stair if replacement is required.",
-    "Comments": "Cast in place concrete stair, with seismic interstory drift joint\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local concrete cracking, localized concrete spalling",
-          "RepairAction": "Protect surrounding space, epoxy inject cracks, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Extensive concrete cracking, concrete crushing",
-          "RepairAction": "Protect floor, cut out damaged areas, repair buckled rebar, patch / cast concrete, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Loss of live load capacity.  ",
-          "RepairAction": "Protect area, remove damaged stair including landings and handrails.  Remove and reinstall damaged soffit and mechanical systems.  Replace stair, landings, and handrail.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      }
-    }
-  },
-  "C.20.11.021d": {
-    "Description": "Monolithic cast-in-place and precast concrete stairs with no seismic joints - replace with prefabricated steel stair if replacement is required.",
-    "Comments": "Cast in place concrete stair, no seismic interstory drift joint\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Local concrete cracking, localized concrete spalling",
-          "RepairAction": "Protect surrounding space, epoxy inject cracks, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Extensive concrete cracking, concrete crushing",
-          "RepairAction": "Protect floor, cut out damaged areas, repair buckled rebar, patch / cast concrete, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Loss of live load capacity.  ",
-          "RepairAction": ""
-        }
-      }
-    }
-  },
-  "C.20.11.031a": {
-    "Description": "Hybrid stair assembly with steel stringers and concrete treads and landings with seismic joints that accommodate drift.",
-    "Comments": "Stair consists of steel stringers with precast treads rigidly linked to stringer\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Localized steel yielding.",
-          "RepairAction": "Protect surrounding space.  Minor repair of finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of steel, weld cracking.",
-          "RepairAction": "Protect floor, cut out damaged areas, reweld.  Repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Loss of live load capacity.  ",
-          "RepairAction": "Protect area, remove damaged stair including landings and handrails.  Remove and reinstall damaged soffit and mechanical systems.  Replace stair, landings, and handrail.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      }
-    }
-  },
-  "C.20.11.031b": {
-    "Description": "Hybrid stair assembly with steel stringers and concrete treads and landings with no seismic joints.",
-    "Comments": "Stair consists of steel stringers with precast treads rigidly linked to stringer\nConstruction Quality: Normal\nSeismic Installation Conditions: All",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Localized steel yielding.",
-          "RepairAction": "Protect surrounding space.  Minor repair of finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Buckling of steel, weld cracking.",
-          "RepairAction": "Protect floor, cut out damaged areas, reweld.  Repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Loss of live load capacity.  ",
-          "RepairAction": "Protect area, remove damaged stair including landings and handrails.  Remove and reinstall damaged soffit and mechanical systems.  Replace stair, landings, and handrail.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-        }
-      }
-    }
-  },
-  "C.30.11.001a": {
-    "Description": "Wall Partition, Type: Gypsum + Wallpaper, Full Height, Fixed Below, Fixed Above",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Wall paper warped and torn.",
-          "RepairAction": "Remove existing wall paper (or wall) and install new wall paper for full 100 foot length of wall.  Existing wall damage per wall type NISTIR file."
-        }
-      }
-    }
-  },
-  "C.30.11.001b": {
-    "Description": "Wall Partition, Type: Gypsum + Wallpaper, Partial Height, Fixed Below, Lateral Braced Above",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Wall paper warped and torn.",
-          "RepairAction": "Remove existing wall paper (or wall) and install new wall paper for full 100 foot length of wall.  Existing wall damage per wall type NISTIR file."
-        }
-      }
-    }
-  },
-  "C.30.11.001c": {
-    "Description": "Wall Partition, Type: Gypsum + Wallpaper, Full Height, Fixed Below, Slip Track Above w/ returns (friction connection)",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Wall paper warped and torn.",
-          "RepairAction": "Remove existing wall paper (or wall) and install new wall paper for full 100 foot length of wall.  Existing wall damage per wall type NISTIR file."
-        }
-      }
-    }
-  },
-  "C.30.11.001d": {
-    "Description": "Wall Partition, Type: Gypsum + Wallpaper, Full Height, Fixed Below, Slip Track Above w/o returns (friction connection)",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Wall paper warped and torn.",
-          "RepairAction": "Remove existing wall paper (or wall) and install new wall paper for full 100 foot length of wall.  Existing wall damage per wall type NISTIR file."
-        }
-      }
-    }
-  },
-  "C.30.11.002a": {
-    "Description": "Wall Partition, Type: Gypsum + Ceramic Tile, Full Height, Fixed Below, Fixed Above",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor cracked joints and tile.",
-          "RepairAction": "Carefully remove cracked tile and grout at cracked joints, install new ceramic tile and re-grout joints for 10% of  full 100 foot length of wall.  Existing wall board will remain in place."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Cracked joints and tile.",
-          "RepairAction": "Install ceramic tile and grout all joints for full 100 foot length of wall.  Note: gypsum wall board will also be removed and replaced which means the removal of ceramic tile will be part of the gypsum wall board removal. "
-        }
-      }
-    }
-  },
-  "C.30.11.002b": {
-    "Description": "Wall Partition, Type: Gypsum + Ceramic Tile, Partial Height, Fixed Below, Lateral Braced Above",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor cracked joints and tile.",
-          "RepairAction": "Carefully remove cracked tile and grout at cracked joints, install new ceramic tile and re-grout joints for 10% of  full 100 foot length of wall.  Existing wall board will remain in place."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Cracked joints and tile.",
-          "RepairAction": "Install ceramic tile and grout all joints for full 100 foot length of wall.  Note: gypsum wall board will also be removed and replaced which means the removal of ceramic tile will be part of the gypsum wall board removal. "
-        }
-      }
-    }
-  },
-  "C.30.11.002c": {
-    "Description": "Wall Partition, Type: Gypsum + Ceramic Tile, Full Height, Fixed Below, Slip Track Above w/ returns (friction connection)",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor cracked joints and tile.",
-          "RepairAction": "Carefully remove cracked tile and grout at cracked joints, install new ceramic tile and re-grout joints for 10% of  full 100 foot length of wall.  Existing wall board will remain in place."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Cracked joints and tile.",
-          "RepairAction": "Install ceramic tile and grout all joints for full 100 foot length of wall.  Note: gypsum wall board will also be removed and replaced which means the removal of ceramic tile will be part of the gypsum wall board removal. "
-        }
-      }
-    }
-  },
-  "C.30.11.002d": {
-    "Description": "Wall Partition, Type: Gypsum + Ceramic Tile, Full Height, Fixed Below, Slip Track Above w/o returns (friction connection)",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor cracked joints and tile.",
-          "RepairAction": "Carefully remove cracked tile and grout at cracked joints, install new ceramic tile and re-grout joints for 10% of  full 100 foot length of wall.  Existing wall board will remain in place."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Cracked joints and tile.",
-          "RepairAction": "Install ceramic tile and grout all joints for full 100 foot length of wall.  Note: gypsum wall board will also be removed and replaced which means the removal of ceramic tile will be part of the gypsum wall board removal. "
-        }
-      }
-    }
-  },
-  "C.30.11.003a": {
-    "Description": "Wall Partition, Type: High End Marble or Wood Panel, Full Height, Fixed Below, Fixed Above",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "minor cracked joints and minor cracks in marble / wood paneling.",
-          "RepairAction": "Carefully remove cracked marble/paneling and grout at cracked joints, and install new marble/paneling and re-grout joints for 10% of full 100 foot length of wall.  Existing wall board will remain place."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "significant cracks in marble / wood paneling.",
-          "RepairAction": "Install new marble/paneling for full 100 foot length of wall.  Note: the gypsum wall board will also be removed and replaced which means the removal of the marble/paneling will be part of the gypsum wall board removal. "
-        }
-      }
-    }
-  },
-  "C.30.11.003b": {
-    "Description": "Wall Partition, Type: High End Marble or Wood Panel, Partial Height, Fixed Below, Lateral Braced Above",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "minor cracked joints and minor cracks in marble / wood paneling.",
-          "RepairAction": "Carefully remove cracked marble/paneling and grout at cracked joints, and install new marble/paneling and re-grout joints for 10% of full 100 foot length of wall.  Existing wall board will remain place."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "significant cracks in marble / wood paneling.",
-          "RepairAction": "Install new marble/paneling for full 100 foot length of wall.  Note: the gypsum wall board will also be removed and replaced which means the removal of the marble/paneling will be part of the gypsum wall board removal. "
-        }
-      }
-    }
-  },
-  "C.30.11.003c": {
-    "Description": "Wall Partition, Type: High End Marble or Wood Panel, Full Height, Fixed Below, Slip Track Above w/ returns (friction connection)",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "minor cracked joints and minor cracks in marble / wood paneling.",
-          "RepairAction": "Carefully remove cracked marble/paneling and grout at cracked joints, and install new marble/paneling and re-grout joints for 10% of full 100 foot length of wall.  Existing wall board will remain place."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "significant cracks in marble / wood paneling.",
-          "RepairAction": "Install new marble/paneling for full 100 foot length of wall.  Note: the gypsum wall board will also be removed and replaced which means the removal of the marble/paneling will be part of the gypsum wall board removal. "
-        }
-      }
-    }
-  },
-  "C.30.11.003d": {
-    "Description": "Wall Partition, Type: High End Marble or Wood Panel, Full Height, Fixed Below, Slip Track Above w/o returns (friction connection)",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "minor cracked joints and minor cracks in marble / wood paneling.",
-          "RepairAction": "Carefully remove cracked marble/paneling and grout at cracked joints, and install new marble/paneling and re-grout joints for 10% of full 100 foot length of wall.  Existing wall board will remain place."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "significant cracks in marble / wood paneling.",
-          "RepairAction": "Install new marble/paneling for full 100 foot length of wall.  Note: the gypsum wall board will also be removed and replaced which means the removal of the marble/paneling will be part of the gypsum wall board removal. "
-        }
-      }
-    }
-  },
-  "C.30.21.001a": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Office - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be carpet or vinyl. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.  ",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001b": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Office - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be carpet or vinyl. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001c": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Laboratory - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be sheet vinyl. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001d": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Laboratory - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be sheet vinyl. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001e": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Hospital - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be sheet vinyl. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001f": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Hospital - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be sheet vinyl. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001g": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - School - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be vinyl composition tile. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001h": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - School - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be vinyl composition tile. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001i": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Apartments - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be carpet. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001j": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Apartments - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be carpet. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001k": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Retail - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be vinyl composition tile. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001l": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Retail - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be vinyl composition tile. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001m": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Warehouse - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be sealed concrete. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001n": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Warehouse - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be sealed concrete. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001o": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Hospitality - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be carpet. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.21.001p": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Hospitality - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be carpet. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-          "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-        }
-      }
-    }
-  },
-  "C.30.27.001": {
-    "Description": "Raised Access Floor, non seismically rated.",
-    "Comments": "Access floor unanchored or anchored with adhesive.  Costing is based upon a xxx SF floor area.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Consequence Note:  Some downtime for repair of floor and equipment.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor damage to the flooring system.  Damage to the equipment of the flooring system.",
-          "RepairAction": "Repair the flooring system, assume cost equal to 5% of the replacement cost.  Repair the flooring equipment, assume a cost equal to 10% of the replacement cost."
-        }
-      }
-    }
-  },
-  "C.30.27.002": {
-    "Description": "Raised Access Floor, seismically rated.",
-    "Comments": "Access floor is designed to meet code requirements and mechanically anchored and braced as necessary to resist anchor loads.  Equipment is anchored to floor systems and heavier equipment is anchored directly to the structural floor.  Costing is based upon a xxx SF floor area.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Consequence Note:  Some downtime for repair of floor and equipment.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor damage to the flooring system.  Damage to the equipment of the flooring system.",
-          "RepairAction": "Repair the flooring system, assume cost equal to 5% of the replacement cost.  Repair the flooring equipment, assume a cost equal to 10% of the replacement cost."
-        }
-      }
-    }
-  },
-  "C.30.32.001a": {
-    "Description": "Suspended Ceiling, SDC A,B,C, Area (A): A < 250, Vert support only",
-    "Comments": "Costing for each 250 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wires only.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A, B, or C",
-    "SuggestedComponentBlockSize": "250 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "5 % of ceiling grid and tile damage.  ",
-          "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "30% of ceiling grid and tile damage.",
-          "RepairAction": "Replace 30% of the ceiling area."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "50% of ceiling grid and tile damage.",
-          "RepairAction": "Replace the entire ceiling "
-        }
-      }
-    }
-  },
-  "C.30.32.001b": {
-    "Description": "Suspended Ceiling, SDC A,B,C, Area (A): 250 < A < 1000, Vert support only",
-    "Comments": "Costing for each 600 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wires only.    Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A, B, or C",
-    "SuggestedComponentBlockSize": "600 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "5 % of ceiling grid and tile damage.  ",
-          "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "30% of ceiling grid and tile damage.",
-          "RepairAction": "Replace 30% of the ceiling area."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "50% of ceiling grid and tile damage.",
-          "RepairAction": "Replace the entire ceiling "
-        }
-      }
-    }
-  },
-  "C.30.32.001c": {
-    "Description": "Suspended Ceiling, SDC A,B,C, Area (A): 1000 < A < 2500, Vert support only",
-    "Comments": "Costing for each 1800 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wires only.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A, B, or C",
-    "SuggestedComponentBlockSize": "1800 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "5 % of ceiling grid and tile damage.  ",
-          "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "30% of ceiling grid and tile damage.",
-          "RepairAction": "Replace 30% of the ceiling area."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "50% of ceiling grid and tile damage.",
-          "RepairAction": "Replace the entire ceiling "
-        }
-      }
-    }
-  },
-  "C.30.32.001d": {
-    "Description": "Suspended Ceiling, SDC A,B,C, Area (A): A > 2500, Vert support only",
-    "Comments": "Costing for each 2500 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wires only.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A, B, or C",
-    "SuggestedComponentBlockSize": "2500 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "5 % of ceiling grid and tile damage.  ",
-          "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "30% of ceiling grid and tile damage.",
-          "RepairAction": "Replace 30% of the ceiling area."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "50% of ceiling grid and tile damage.",
-          "RepairAction": "Replace the entire ceiling "
-        }
-      }
-    }
-  },
-  "C.30.32.003a": {
-    "Description": "Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): A < 250, Vert & Lat support",
-    "Comments": "Costing for each 250 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.   Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D or E (Ip = 1.0)",
-    "SuggestedComponentBlockSize": "250 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "5 % of ceiling grid and tile damage.  ",
-          "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "30% of ceiling grid and tile damage.",
-          "RepairAction": "Replace 30% of the ceiling area."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "50% of ceiling grid and tile damage.",
-          "RepairAction": "Replace the entire ceiling "
-        }
-      }
-    }
-  },
-  "C.30.32.003b": {
-    "Description": "Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): 250 < A < 1000, Vert & Lat support",
-    "Comments": "Costing for each 600 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.    Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D or E (Ip = 1.0)",
-    "SuggestedComponentBlockSize": "600 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "5 % of ceiling grid and tile damage.  ",
-          "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "30% of ceiling grid and tile damage.",
-          "RepairAction": "Replace 30% of the ceiling area."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "50% of ceiling grid and tile damage.",
-          "RepairAction": "Replace the entire ceiling "
-        }
-      }
-    }
-  },
-  "C.30.32.003c": {
-    "Description": "Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): 1000 < A < 2500, Vert & Lat support",
-    "Comments": "Costing for each 1800 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D or E (Ip = 1.0)",
-    "SuggestedComponentBlockSize": "1800 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "5 % of ceiling grid and tile damage.  ",
-          "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "30% of ceiling grid and tile damage.",
-          "RepairAction": "Replace 30% of the ceiling area."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "50% of ceiling grid and tile damage.",
-          "RepairAction": "Replace the entire ceiling "
-        }
-      }
-    }
-  },
-  "C.30.32.003d": {
-    "Description": "Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): A > 2500, Vert & Lat support",
-    "Comments": "Costing for each 2500 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D or E (Ip = 1.0)",
-    "SuggestedComponentBlockSize": "2500 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "5 % of ceiling grid and tile damage.  ",
-          "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "30% of ceiling grid and tile damage.",
-          "RepairAction": "Replace 30% of the ceiling area."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "50% of ceiling grid and tile damage.",
-          "RepairAction": "Replace the entire ceiling "
-        }
-      }
-    }
-  },
-  "C.30.32.004a": {
-    "Description": "Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): A < 250, Vert & Lat support",
-    "Comments": "Costing for each 250 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Special Inspection (e.g. OSHPD)\nSeismic Installation Conditions: SDC D, E or F (Ip = 1.5)",
-    "SuggestedComponentBlockSize": "250 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "5 % of ceiling grid and tile damage.  ",
-          "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "30% of ceiling grid and tile damage.",
-          "RepairAction": "Replace 30% of the ceiling area."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "50% of ceiling grid and tile damage.",
-          "RepairAction": "Replace the entire ceiling "
-        }
-      }
-    }
-  },
-  "C.30.32.004b": {
-    "Description": "Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): 250 < A < 1000, Vert & Lat support",
-    "Comments": "Costing for each 600 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Special Inspection (e.g. OSHPD)\nSeismic Installation Conditions: SDC D, E or F (Ip = 1.5)",
-    "SuggestedComponentBlockSize": "600 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "5 % of ceiling grid and tile damage.  ",
-          "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "30% of ceiling grid and tile damage.",
-          "RepairAction": "Replace 30% of the ceiling area."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "50% of ceiling grid and tile damage.",
-          "RepairAction": "Replace the entire ceiling "
-        }
-      }
-    }
-  },
-  "C.30.32.004c": {
-    "Description": "Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): 1000 < A < 2500, Vert & Lat support",
-    "Comments": "Costing for each 1800 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Special Inspection (e.g. OSHPD)\nSeismic Installation Conditions: SDC D, E or F (Ip = 1.5)",
-    "SuggestedComponentBlockSize": "1800 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "5 % of ceiling grid and tile damage.  ",
-          "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "30% of ceiling grid and tile damage.",
-          "RepairAction": "Replace 30% of the ceiling area."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "50% of ceiling grid and tile damage.",
-          "RepairAction": "Replace the entire ceiling "
-        }
-      }
-    }
-  },
-  "C.30.32.004d": {
-    "Description": "Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): A > 2500, Vert & Lat support",
-    "Comments": "Costing for each 2500 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Special Inspection (e.g. OSHPD)\nSeismic Installation Conditions: SDC D, E or F (Ip = 1.5)",
-    "SuggestedComponentBlockSize": "2500 SF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "5 % of ceiling grid and tile damage.  ",
-          "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "30% of ceiling grid and tile damage.",
-          "RepairAction": "Replace 30% of the ceiling area."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "50% of ceiling grid and tile damage.",
-          "RepairAction": "Replace the entire ceiling "
-        }
-      }
-    }
-  },
-  "C.30.34.001": {
-    "Description": "Independent Pendant Lighting - non seismic",
-    "Comments": "Horizontal light fixtures 4 to 16 ft long suspended 12 to 24 inches from ceiling.  No seismic design or bracing.  Hung from ceiling above by two or more rods or cables.  \nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Low cost industrial hung lighting in warehouse or gymnasium that is not part of suspended ceiling or hanging from a suspended ceiling space.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Disassembly of rod system at connections with horizontal light fixture, low cycle fatigue failure of the threaded rod, pullout of rods from ceiling assembly.",
-          "RepairAction": "Replace damaged lighting components."
-        }
-      }
-    }
-  },
-  "C.30.34.002": {
-    "Description": "Independent Pendant Lighting - seismically rated",
-    "Comments": "Horizontal light fixtures 4 to 16 ft long suspended 12 to 24 inches from ceiling.  Hung from ceiling above by two or more rods or cables.  Fixture and rods or cables are either designed for seismic movements or are laterally braced to prevent sway.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Low cost industrial hung lighting in warehouse or gymnasium that is not part of suspended ceiling or hanging from a suspended ceiling space.",
-    "SuggestedComponentBlockSize": " 1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Disassembly of rod system at connections with horizontal light fixture, low cycle fatigue failure of the threaded rod, pullout of rods from ceiling assembly.",
-          "RepairAction": "Replace damaged lighting components."
-        }
-      }
-    }
-  },
-  "D.10.14.011": {
-    "Description": "Traction Elevator \u2013 Applies to most California Installations 1976 or later, most western states installations 1982 or later and most other U.S installations 1998 or later.",
-    "Comments": "Costing per elevator.  Elevator demand parameter shall be defined as the peak floor acceleration at the first floor.  The elevator fragility for a multiple story building should only be entered once on the first floor.\nConstruction Quality: Any",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Pure DS1. Controller anchorage failed, and or machine anchorage failed, and or motor generator anchorage failed, and or governor anchorage failed, and or rope guard failures.",
-          "RepairAction": "Multiple repairs possible (% change of each):  Reinstall or replace controller (4%), and or reinstall or replace motor generator (63%), and or Install new generator with appropriate anchors (23%), and or Install new governor (7%), and or Reinstall or replace rope guards (15%)."
-        },
-        "DS2": {
-          "Description": "Pure DS2. Rail distortion, and or intermediate bracket separate and spread, and or counterweight bracket break or bend, and or car bracket break or bend, and or car guide shoes damaged, and or counterweight guide shoes damaged, and or counterweight frame distortion, and or tail sheave dislodged and/or twisted",
-          "RepairAction": "Multiple repairs possible (% change of each):  Replace rail (62%), and or replace bracket or tie rod (28%), and or replace counterweight bracket 14%), and or replace intermediate bracket (28%), and or replace car guide shoes (35%), and or replace counterweight guide shoe (28%), and or repair or replace counterweight frame (28%), and or repair or replace tail sheave (1%)"
-        },
-        "DS3": {
-          "Description": "Combination of DS1 & DS2",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS4": {
-          "Description": "Pure DS3. Cab stabilizers bent, or cab walls damaged, or cab doors damaged.",
-          "RepairAction": "Multiple repairs possible (% change of each):  Repair or replace cab walls (3%), and or repair or replace cab doors (17%), and or repair or replace cab stabilizers (92%) "
-        },
-        "DS5": {
-          "Description": "Combination of DS1 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS6": {
-          "Description": "Combination of DS2 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS7": {
-          "Description": "Combination of DS1 & DS2 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS8": {
-          "Description": "Pure DS4. Cab ceiling damaged.",
-          "RepairAction": "Multiple repairs possible (% change of each):  Repair or replace cab ceiling (100%)"
-        },
-        "DS9": {
-          "Description": "Combination of DS1 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS10": {
-          "Description": "Combination of DS2 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS11": {
-          "Description": "Combination of DS1 & DS2 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS12": {
-          "Description": "Combination of DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS13": {
-          "Description": "Combination of DS1 & DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS14": {
-          "Description": "Combination of DS2 & DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS15": {
-          "Description": "Combination of DS1 & DS2 & DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        }
-      }
-    }
-  },
-  "D.10.14.012": {
-    "Description": "Traction Elevator \u2013 Applies to most California Installations prior to 1976, most western states installations prior to 1982 and most other U.S installations prior to 1998.",
-    "Comments": "Costing per elevator.  Elevator demand parameter shall be defined as the peak floor acceleration at the first floor.  The elevator fragility for a multiple story building should only be entered once on the first floor.\nConstruction Quality: Any",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Pure DS1. Controller anchorage failed, and or machine anchorage failed, and or motor generator anchorage failed, and or governor anchorage failed, and or rope guard failures.",
-          "RepairAction": "Multiple repairs possible (% change of each):  Reinstall or replace controller (4%), and or reinstall or replace motor generator (63%), and or Install new generator with appropriate anchors (23%), and or Install new governor (7%), and or Reinstall or replace rope guards (15%)."
-        },
-        "DS2": {
-          "Description": "Pure DS2. Rail distortion, and or intermediate bracket separate and spread, and or counterweight bracket break or bend, and or car bracket break or bend, and or car guide shoes damaged, and or counterweight guide shoes damaged, and or counterweight frame distortion, and or tail sheave dislodged and/or twisted",
-          "RepairAction": "Multiple repairs possible (% change of each):  Replace rail (62%), and or replace bracket or tie rod (28%), and or replace counterweight bracket 14%), and or replace intermediate bracket (28%), and or replace car guide shoes (35%), and or replace counterweight guide shoe (28%), and or repair or replace counterweight frame (28%), and or repair or replace tail sheave (1%)"
-        },
-        "DS3": {
-          "Description": "Combination of DS1 & DS2",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS4": {
-          "Description": "Pure DS3. Cab stabilizers bent, or cab walls damaged, or cab doors damaged.",
-          "RepairAction": "Multiple repairs possible (% change of each):  Repair or replace cab walls (3%), and or repair or replace cab doors (17%), and or repair or replace cab stabilizers (92%) "
-        },
-        "DS5": {
-          "Description": "Combination of DS1 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS6": {
-          "Description": "Combination of DS2 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS7": {
-          "Description": "Combination of DS1 & DS2 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS8": {
-          "Description": "Pure DS4. Cab ceiling damaged.",
-          "RepairAction": "Multiple repairs possible (% change of each):  Repair or replace cab ceiling (100%)"
-        },
-        "DS9": {
-          "Description": "Combination of DS1 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS10": {
-          "Description": "Combination of DS2 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS11": {
-          "Description": "Combination of DS1 & DS2 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS12": {
-          "Description": "Combination of DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS13": {
-          "Description": "Combination of DS1 & DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS14": {
-          "Description": "Combination of DS2 & DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS15": {
-          "Description": "Combination of DS1 & DS2 & DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        }
-      }
-    }
-  },
-  "D.10.14.021": {
-    "Description": "Hydraulic Elevator \u2013 Applies to most California Installations 1976 or later, most western states installations postdating 1982 and most U.S installations postdating 1998.",
-    "Comments": "Costing per elevator.  Elevator demand parameter shall be defined as the peak floor acceleration at the first floor.  The elevator fragility for a multiple story building should only be entered once on the first floor.\nConstruction Quality: Any",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Pure DS1. Damaged controls.",
-          "RepairAction": "Multiple repairs possible (% change of each):  Repair damaged controls (100%)"
-        },
-        "DS2": {
-          "Description": "Pure DS2. Damaged vane and hoist-way switches, and or bent cab stabilizers, and or damaged car guide shoes.",
-          "RepairAction": "Multiple repairs possible (% change of each):  Repair damaged vane and hoist-way switches (41%), and or repair bent cab stabilizers (41%), and or repair damaged car guide shoes (41%). "
-        },
-        "DS3": {
-          "Description": "Combination of DS1 & DS2",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS4": {
-          "Description": "Pure DS3. Damaged entrance and car door, and or flooring damage.",
-          "RepairAction": "Multiple repairs possible (% change of each):  Repair damage to doors (68%), and or repair flooring (46%)"
-        },
-        "DS5": {
-          "Description": "Combination of DS1 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS6": {
-          "Description": "Combination of DS2 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS7": {
-          "Description": "Combination of DS1 & DS2 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS8": {
-          "Description": "Pure DS4. Oil leak in hydraulic line, and or hydraulic tank failure.",
-          "RepairAction": "Multiple repairs possible (% change of each):  Repair oil leak in hydraulic line (27%), and or hydraulic tank failure (81%)"
-        },
-        "DS9": {
-          "Description": "Combination of DS1 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS10": {
-          "Description": "Combination of DS2 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS11": {
-          "Description": "Combination of DS1 & DS2 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS12": {
-          "Description": "Combination of DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS13": {
-          "Description": "Combination of DS1 & DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS14": {
-          "Description": "Combination of DS2 & DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS15": {
-          "Description": "Combination of DS1 & DS2 & DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        }
-      }
-    }
-  },
-  "D.10.14.022": {
-    "Description": "Hydraulic Elevator \u2013 Applies to most California Installations prior to 1976, most western states installations prior to 1982 and most U.S installations prior to 1998.",
-    "Comments": "Costing per elevator.  Elevator demand parameter shall be defined as the peak floor acceleration at the first floor.  The elevator fragility for a multiple story building should only be entered once on the first floor.\nConstruction Quality: Any",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Pure DS1. Damaged controls.",
-          "RepairAction": "Multiple repairs possible (% change of each):  Repair damaged controls (100%)"
-        },
-        "DS2": {
-          "Description": "Pure DS2. Damaged vane and hoist-way switches, and or bent cab stabilizers, and or damaged car guide shoes.",
-          "RepairAction": "Multiple repairs possible (% change of each):  Repair damaged vane and hoist-way switches (41%), and or repair bent cab stabilizers (41%), and or repair damaged car guide shoes (41%). "
-        },
-        "DS3": {
-          "Description": "Combination of DS1 & DS2",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS4": {
-          "Description": "Pure DS3. Damaged entrance and car door, and or flooring damage.",
-          "RepairAction": "Multiple repairs possible (% change of each):  Repair damage to cab door (68%), and or repair cab flooring (46%)"
-        },
-        "DS5": {
-          "Description": "Combination of DS1 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS6": {
-          "Description": "Combination of DS2 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS7": {
-          "Description": "Combination of DS1 & DS2 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS8": {
-          "Description": "Pure DS4. Oil leak in hydraulic line, and or hydraulic tank failure.",
-          "RepairAction": "Multiple repairs possible (% change of each):  Repair oil leak in hydraulic line (27%), and or hydraulic tank failure (81%)"
-        },
-        "DS9": {
-          "Description": "Combination of DS1 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS10": {
-          "Description": "Combination of DS2 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS11": {
-          "Description": "Combination of DS1 & DS2 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS12": {
-          "Description": "Combination of DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS13": {
-          "Description": "Combination of DS1 & DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS14": {
-          "Description": "Combination of DS2 & DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS15": {
-          "Description": "Combination of DS1 & DS2 & DS3 & DS4",
-          "RepairAction": "Combination of pure DS repair actions."
-        }
-      }
-    }
-  },
-  "D.20.21.011a": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-          "RepairAction": "Retighten flange bolts at leaking joints.  One joint per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe. ",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.21.011b": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe.",
-          "RepairAction": "Retighten flange bolts at leaking joints.  One joint per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe.",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.21.012a": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace failed lateral braces.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-          "RepairAction": "Replace failed vertical braces.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.21.012b": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe.",
-          "RepairAction": "Retighten flange bolts at leaking joints.  One joint per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe.",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF.."
-        }
-      }
-    }
-  },
-  "D.20.21.013a": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace failed lateral braces.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-          "RepairAction": "Replace failed vertical braces.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.21.013b": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe.",
-          "RepairAction": "Retighten leaking joints.   One joint per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.21.014a": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Special Regulation (e.g. OSHPD) for piping installations\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-          "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.21.014b": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Special Regulation (e.g. OSHPD) for piping installations\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe.",
-          "RepairAction": "Retighten leaking joints.   One joint per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.21.021a": {
-    "Description": "Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe. ",
-          "RepairAction": "Replace failed 60 ft pipe sections including supports.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.21.022a": {
-    "Description": "Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC C, PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-          "RepairAction": "Retighten leaking joints.   One joint per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe. ",
-          "RepairAction": "Replace 20 ft section of pipe  at leaking joints.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.21.023a": {
-    "Description": "Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F, PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-          "RepairAction": ""
-        }
-      }
-    }
-  },
-  "D.20.21.023b": {
-    "Description": "Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F, BRACING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe.",
-          "RepairAction": "Retighten leaking joints.   One joint per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe.",
-          "RepairAction": "Replace 20 ft section of pipe  at leaking joints.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.21.024a": {
-    "Description": "Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F (OSPHD or sim), PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Special Regulation (e.g. OSHPD) for piping installations\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-          "RepairAction": ""
-        }
-      }
-    }
-  },
-  "D.20.21.024b": {
-    "Description": "Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F (OSPHD or sim), BRACING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Special Regulation (e.g. OSHPD) for piping installations\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe.",
-          "RepairAction": "Retighten flange bolts at leaking joints.  One joint per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe.",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.22.011a": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Retighten flange bolts at leaking joints.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Large Leakage w/ major repair  - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.22.011b": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Retighten flange bolts at leaking joints.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Multiple supports failure and 60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.22.012a": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace failed lateral braces.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Large Leakage w/ major repair  - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace failed vertical braces.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.22.012b": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Retighten flange bolts at leaking joints.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Multiple supports failure and 60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.22.013a": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace failed lateral braces.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace failed vertical braces.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.22.013b": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.22.014a": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulations (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace failed 60 ft pipe sections including supports.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.22.014b": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulations (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.22.021a": {
-    "Description": "Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.",
-          "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-          "RepairAction": ""
-        }
-      }
-    }
-  },
-  "D.20.22.022a": {
-    "Description": "Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe. ",
-          "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-          "RepairAction": ""
-        }
-      }
-    }
-  },
-  "D.20.22.023a": {
-    "Description": "Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe. ",
-          "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-          "RepairAction": "Replace failed 60 ft pipe sections including supports.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.22.023b": {
-    "Description": "Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Lateral Brace Failure - 1 failure per 1000 foot of pipe.",
-          "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe.",
-          "RepairAction": ""
-        }
-      }
-    }
-  },
-  "D.20.22.024a": {
-    "Description": "Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulation (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.  ",
-          "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-          "RepairAction": "Replace failed 60 ft pipe sections including supports.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.22.024b": {
-    "Description": "Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulation (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Lateral Brace Failure - 1 failure per 1000 foot of pipe.",
-          "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe. ",
-          "RepairAction": ""
-        }
-      }
-    }
-  },
-  "D.20.31.011b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC A,B, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports - 0.5 per 1000 LF. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Multiple supports failure and    60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports and 60 ft pipe per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.31.012b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC C, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports - 0.5 per 1000 LF. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Multiple supports failure and    60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports and 60 ft pipe per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.31.013b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC D,E,F, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports - 0.5 per 1000 LF. "
-        }
-      }
-    }
-  },
-  "D.20.31.014b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC D,E,F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Special Regulation (e.g. OSHPD) for piping installations\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports - 0.5 per 1000 LF. "
-        }
-      }
-    }
-  },
-  "D.20.31.021a": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC A,B, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Joints break - 1 break per 1000 feet of pipe.",
-          "RepairAction": "Replace failed 20 ft pipe sections including supports - one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.31.021b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC A,B, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports - 0.5 per 1000 LF. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Multiple supports failure and    60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet)",
-          "RepairAction": "Replace failed supports and 60 ft pipe per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.31.022a": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC C, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed 20 ft pipe sections including supports - one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.31.022b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC C, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports - 0.5 per 1000 LF. "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Multiple supports failure and    60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet)",
-          "RepairAction": "Replace failed supports and 60 ft pipe per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.31.023a": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Joints break - 1 break per 1000 feet of pipe.",
-          "RepairAction": "Replace failed 20 ft pipe sections including supports - one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.31.023b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports - 0.5 per 1000 LF. "
-        }
-      }
-    }
-  },
-  "D.20.31.024a": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Special Regulation (e.g. OSHPD) for piping installations\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Joints break - 1 break per 1000 feet of pipe.",
-          "RepairAction": "Replace failed 20 ft pipe sections including supports - one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.31.024b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Special Regulation (e.g. OSHPD) for piping installations\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Retighten flange bolts at leaking joints."
-        }
-      }
-    }
-  },
-  "D.20.51.011a": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace failed vertical braces.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.",
-          "RepairAction": ""
-        }
-      }
-    }
-  },
-  "D.20.51.011b": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Retighten flange bolts at leaking joints.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Multiple supports failure and 60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.51.012a": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Retighten flange bolts at leaking joints.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.51.012b": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed lateral braces.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Multiple supports failure and 60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed vertical braces.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.51.013a": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Retighten flange bolts at leaking joints.  One repair per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.51.013b": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed lateral braces.  One repair per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.51.014a": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulations (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Retighten leaking joints, one per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Replace 20 ft section of pipe at leaking joints, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.51.014b": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulations (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Retighten leaking joints, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.51.021a": {
-    "Description": "Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.  Retighten flange at leaking joint.",
-          "RepairAction": "Retighten leaking joints, one per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-          "RepairAction": "Replace 20 ft section of pipe at leaking joints, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.51.021b": {
-    "Description": "Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe ",
-          "RepairAction": "Replace failed supports, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.51.022a": {
-    "Description": "Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.",
-          "RepairAction": "Retighten leaking joints, one per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-          "RepairAction": "Replace 20 ft section of pipe at leaking joints, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.51.023a": {
-    "Description": "Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.",
-          "RepairAction": "Retighten leaking joints, one per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-          "RepairAction": "Replace 20 ft section of pipe at leaking joints, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.51.023b": {
-    "Description": "Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Lateral Brace Failure - 0.01 failures per 20 foot pipe section.",
-          "RepairAction": "Replace failed supports, one per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe.",
-          "RepairAction": "Replace failed supports, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.51.024a": {
-    "Description": "Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Special Regulation (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.",
-          "RepairAction": "Retighten leaking joints, one per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-          "RepairAction": "Replace 20 ft section of pipe at leaking joints, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.51.024b": {
-    "Description": "Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Special Regulation (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Lateral Brace Failure - 1 failure per 1000 foot of pipe.",
-          "RepairAction": "Replace failed supports, one per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe.",
-          "RepairAction": "Replace failed supports, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.61.011a": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Retighten leaking joints, one per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Large Leakage w/ major repair  - 1 leak per 1000 feet of pipe.  Replace one 20 ft section per 1000 LF pipe.",
-          "RepairAction": "Replace 20 ft section of pipe at leaking joints, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.61.011b": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 1 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports, one per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Multiple supports failure and 60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace 60 ft pipe and supports per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.61.012a": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Retighten flange bolts at leaking joints, 1 joint per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Large Leakage w/ major repair  - 1 leak per 1000 feet of pipe.  Replace one 20 ft section per 1000 LF pipe.",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.61.012b": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 1 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports, one per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Multiple supports failure and 60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace 60 ft pipe and supports per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.61.013a": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Retighten flange bolts at leaking joints, 1 joint per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.  Replace one 20 ft section per 1000 LF pipe.",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.61.013b": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 1 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.61.014a": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulations (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-          "RepairAction": "Retighten flange bolts at leaking joints, 1 joint per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.  Replace one 20 ft section per 1000 LF pipe.",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.61.014b": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulations (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Isolated support failure w/o leakage - 1 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-          "RepairAction": "Replace failed supports, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.61.021a": {
-    "Description": "Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.",
-          "RepairAction": "Retighten flange bolts at leaking joints, 1 joint per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.   Replace one 20 ft section per 1000 LF pipe.",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.61.022a": {
-    "Description": "Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.",
-          "RepairAction": "Retighten flange bolts at leaking joints, 1 joint per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe.   Replace one 20 ft section per 1000 LF pipe.",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.61.023a": {
-    "Description": "Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.",
-          "RepairAction": "Retighten flange bolts at leaking joints, 1 joint per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.61.023b": {
-    "Description": "Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe .",
-          "RepairAction": "Replace failed supports, one per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe ",
-          "RepairAction": "Replace failed supports, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.61.024a": {
-    "Description": "Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Special Regulation (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-          "RepairAction": "Retighten flange bolts at leaking joints, 1 joint per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Pipe Break - 1 break per 1000 feet of pipe",
-          "RepairAction": "Replace 20 foot sections of pipe where breaks occur, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.20.61.024b": {
-    "Description": "Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Special Regulation (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe.",
-          "RepairAction": "Replace failed supports, one per 1000 LF."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe ",
-          "RepairAction": "Replace failed supports, one per 1000 LF."
-        }
-      }
-    }
-  },
-  "D.30.31.011a": {
-    "Description": "Chiller - Capacity: < 100 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.011b": {
-    "Description": "Chiller - Capacity: 100 to <350 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.011c": {
-    "Description": "Chiller - Capacity: 350 to <750 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.011d": {
-    "Description": "Chiller - Capacity: 750 to <1000 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.012a": {
-    "Description": "Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.    Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.012b": {
-    "Description": "Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.012c": {
-    "Description": "Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.012d": {
-    "Description": "Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.012e": {
-    "Description": "Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.012f": {
-    "Description": "Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.012g": {
-    "Description": "Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.012h": {
-    "Description": "Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.012i": {
-    "Description": "Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.012j": {
-    "Description": "Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.012k": {
-    "Description": "Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.012l": {
-    "Description": "Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.013a": {
-    "Description": "Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.013b": {
-    "Description": "Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.013c": {
-    "Description": "Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.013d": {
-    "Description": "Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.013e": {
-    "Description": "Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.013f": {
-    "Description": "Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.013g": {
-    "Description": "Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.013h": {
-    "Description": "Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.013i": {
-    "Description": "Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.013j": {
-    "Description": "Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.013k": {
-    "Description": "Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.013l": {
-    "Description": "Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.021a": {
-    "Description": "Cooling Tower - Capacity: < 100 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged equipment and attached piping.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.021b": {
-    "Description": "Cooling Tower - Capacity: 100 to <350 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged equipment and attached piping.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.021c": {
-    "Description": "Cooling Tower - Capacity: 350 to <750 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged equipment and attached piping.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.021d": {
-    "Description": "Cooling Tower - Capacity: 750 to <1000 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged equipment and attached piping.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.022a": {
-    "Description": "Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.022b": {
-    "Description": "Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged equipment and attached piping but anchorage is OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.022c": {
-    "Description": "Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged equipment and attached piping but anchorage OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.022d": {
-    "Description": "Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.022e": {
-    "Description": "Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged equipment and attached piping but anchorage is OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.022f": {
-    "Description": "Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged equipment and attached piping but anchorage OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.022g": {
-    "Description": "Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.022h": {
-    "Description": "Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged equipment and attached piping but anchorage is OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.022i": {
-    "Description": "Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged equipment and attached piping but anchorage OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.022j": {
-    "Description": "Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.022k": {
-    "Description": "Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged equipment and attached piping but anchorage is OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.022l": {
-    "Description": "Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged equipment and attached piping but anchorage OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.023a": {
-    "Description": "Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.023b": {
-    "Description": "Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged equipment and attached piping but anchorage is OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.023c": {
-    "Description": "Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged equipment and attached piping but anchorage OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.023d": {
-    "Description": "Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.023e": {
-    "Description": "Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged equipment and attached piping but anchorage is OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.023f": {
-    "Description": "Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged equipment and attached piping but anchorage OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.023g": {
-    "Description": "Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.023h": {
-    "Description": "Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged equipment and attached piping but anchorage is OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.023i": {
-    "Description": "Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged equipment and attached piping but anchorage OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.023j": {
-    "Description": "Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.023k": {
-    "Description": "Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged equipment and attached piping but anchorage is OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.31.023l": {
-    "Description": "Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged equipment and attached piping but anchorage OK.",
-          "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.30.32.011a": {
-    "Description": "Compressor - Capacity: Small non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function. Motor is damaged.",
-          "RepairAction": "Repair motor."
-        },
-        "DS2": {
-          "Description": "Equipment does not function. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.32.011b": {
-    "Description": "Compressor - Capacity: Large non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function. Motor is damaged.",
-          "RepairAction": "Repair motor."
-        },
-        "DS2": {
-          "Description": "Equipment does not function. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.32.011c": {
-    "Description": "Compressor - Capacity: Small medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function. Motor is damaged.",
-          "RepairAction": "Repair motor."
-        },
-        "DS2": {
-          "Description": "Equipment does not function. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.32.011d": {
-    "Description": "Compressor - Capacity: Large medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function. Motor is damaged.",
-          "RepairAction": "Repair motor."
-        },
-        "DS2": {
-          "Description": "Equipment does not function. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.32.012a": {
-    "Description": "Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.30.32.012b": {
-    "Description": "Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-          "RepairAction": "Repair motor."
-        },
-        "DS2": {
-          "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.32.012c": {
-    "Description": "Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Motor damaged but anchorage is OK.",
-          "RepairAction": "Repair Motor - Anchorage and Concrete do not require replacement"
-        },
-        "DS4": {
-          "Description": "Equipment damaged beyond repair but anchorage is OK.",
-          "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-        }
-      }
-    }
-  },
-  "D.30.32.012d": {
-    "Description": "Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.30.32.012e": {
-    "Description": "Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-          "RepairAction": "Repair motor."
-        },
-        "DS2": {
-          "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.32.012f": {
-    "Description": "Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Motor damaged but anchorage is OK.",
-          "RepairAction": "Repair Motor - Anchorage and Concrete do not require replacement"
-        },
-        "DS4": {
-          "Description": "Equipment damaged beyond repair but anchorage is OK.",
-          "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-        }
-      }
-    }
-  },
-  "D.30.32.012g": {
-    "Description": "Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.30.32.012h": {
-    "Description": "Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-          "RepairAction": "Repair motor."
-        },
-        "DS2": {
-          "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.32.012i": {
-    "Description": "Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Motor damaged but anchorage is OK.",
-          "RepairAction": "Repair Motor - Anchorage and Concrete do not require replacement"
-        },
-        "DS4": {
-          "Description": "Equipment damaged beyond repair but anchorage is OK.",
-          "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-        }
-      }
-    }
-  },
-  "D.30.32.012j": {
-    "Description": "Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.30.32.012k": {
-    "Description": "Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-          "RepairAction": "Repair motor."
-        },
-        "DS2": {
-          "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.32.012l": {
-    "Description": "Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Motor damaged but anchorage is OK.",
-          "RepairAction": "Repair Motor - Anchorage and Concrete do not require replacement"
-        },
-        "DS4": {
-          "Description": "Equipment damaged beyond repair but anchorage is OK.",
-          "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-        }
-      }
-    }
-  },
-  "D.30.32.013a": {
-    "Description": "Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.30.32.013b": {
-    "Description": "Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-          "RepairAction": "Repair motor."
-        },
-        "DS2": {
-          "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.32.013c": {
-    "Description": "Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Motor damaged but anchorage is OK.",
-          "RepairAction": "Repair Motor - Anchorage and Concrete  do not require repair."
-        },
-        "DS4": {
-          "Description": "Equipment damaged beyond repair but anchorage is OK.",
-          "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-        }
-      }
-    }
-  },
-  "D.30.32.013d": {
-    "Description": "Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.30.32.013e": {
-    "Description": "Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-          "RepairAction": "Repair motor."
-        },
-        "DS2": {
-          "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.32.013f": {
-    "Description": "Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Motor damaged but anchorage is OK.",
-          "RepairAction": "Repair Motor - Anchorage and Concrete  do not require repair."
-        },
-        "DS4": {
-          "Description": "Equipment damaged beyond repair but anchorage is OK.",
-          "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-        }
-      }
-    }
-  },
-  "D.30.32.013g": {
-    "Description": "Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.30.32.013h": {
-    "Description": "Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-          "RepairAction": "Repair motor."
-        },
-        "DS2": {
-          "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.32.013i": {
-    "Description": "Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Motor damaged but anchorage is OK.",
-          "RepairAction": "Repair Motor - Anchorage and Concrete  do not require repair."
-        },
-        "DS4": {
-          "Description": "Equipment damaged beyond repair but anchorage is OK.",
-          "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-        }
-      }
-    }
-  },
-  "D.30.32.013j": {
-    "Description": "Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.30.32.013k": {
-    "Description": "Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-          "RepairAction": "Repair motor."
-        },
-        "DS2": {
-          "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.32.013l": {
-    "Description": "Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Motor damaged but anchorage is OK.",
-          "RepairAction": "Repair Motor - Anchorage and Concrete  do not require repair."
-        },
-        "DS4": {
-          "Description": "Equipment damaged beyond repair but anchorage is OK.",
-          "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-        }
-      }
-    }
-  },
-  "D.30.41.001a": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC A or B",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Bellows fails at fans.",
-          "RepairAction": "Replace failed bellows."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Fan dislodges from isolators and drops.",
-          "RepairAction": "Replace fan, isolators and section of ducting to which fan is connected."
-        }
-      }
-    }
-  },
-  "D.30.41.001b": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC C",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Bellows fails at fans.",
-          "RepairAction": "Replace failed bellows."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Fan dislodges from isolators and drops.",
-          "RepairAction": "Replace fan, isolators and section of ducting to which fan is connected."
-        }
-      }
-    }
-  },
-  "D.30.41.001c": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC D, E, F",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC D, E or F\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Bellows fails at fans.",
-          "RepairAction": "Replace failed bellows."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Fan dislodges from isolators and drops.",
-          "RepairAction": "Replace fan, isolators and section of ducting to which fan is connected."
-        }
-      }
-    }
-  },
-  "D.30.41.001d": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC D, E, F (OSHPD or sim)",
-    "Comments": "Costing per 10 units\nConstruction Quality: Special Regulation (e.g. OSHPD) for HVAC installations\nSeismic Installation Conditions: Special Regulation (e.g. OSHPD) for HVAC installations - SDC D, E or F (high seismic design)\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Bellows fails at fans.",
-          "RepairAction": "Replace failed bellows."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Fan dislodges from isolators and drops.",
-          "RepairAction": "Replace fan, isolators and section of ducting to which fan is connected."
-        }
-      }
-    }
-  },
-  "D.30.41.002a": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC A or B",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Bellows fails at fans.",
-          "RepairAction": "Replace failed bellows."
-        }
-      }
-    }
-  },
-  "D.30.41.002b": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC C",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Bellows fails at fans.",
-          "RepairAction": "Replace failed bellows."
-        }
-      }
-    }
-  },
-  "D.30.41.002c": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC D, E, F",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC D, E or F\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Bellows fails at fans.",
-          "RepairAction": "Replace failed bellows."
-        }
-      }
-    }
-  },
-  "D.30.41.002d": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC D, E, F (OSHPD or sim)",
-    "Comments": "Costing per 10 units\nConstruction Quality: Special Regulation (e.g. OSHPD) for HVAC installations\nSeismic Installation Conditions: Special Regulation (e.g. OSHPD) for HVAC installations - SDC D, E or F (high seismic design)\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Bellows fails at fans.",
-          "RepairAction": "Replace failed bellows."
-        }
-      }
-    }
-  },
-  "D.30.41.011a": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC A or B",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.011b": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC C",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.011c": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC D, E or F",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.011d": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Special Regulation (e.g. OSHPD) for HVAC ducting installation\nSeismic Installation Conditions: Special Regulation (e.g. OSHPD) for HVAC ducting installation - SDC D, E or F (high seismic design)",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.012a": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting -  6 sq. ft cross sectional area or greater, SDC A or B",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.012b": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting -  6 sq. ft cross sectional area or greater, SDC C",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.012c": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting -  6 sq. ft cross sectional area or greater, SDC D, E, or F",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC D, E or F",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.012d": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting -  6 sq. ft cross sectional area or greater, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Special Regulation (e.g. OSHPD) for HVAC ducting installation\nSeismic Installation Conditions: Special Regulation (e.g. OSHPD) for HVAC ducting installation - SDC D, E or F (high seismic design)",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.021a": {
-    "Description": "HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC A or B",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.021b": {
-    "Description": "HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC C",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.021c": {
-    "Description": "HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC D, E or F",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.021d": {
-    "Description": "HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Special Regulation (e.g. OSHPD) for HVAC ducting installation\nSeismic Installation Conditions: Special Regulation (e.g. OSHPD) for HVAC ducting installation - SDC D, E or F (high seismic design)",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.022a": {
-    "Description": "HVAC Stainless Steel Ducting -  6 sq. ft cross sectional area or greater, SDC A or B",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.022b": {
-    "Description": "HVAC Stainless Steel Ducting -  6 sq. ft cross sectional area or greater, SDC C",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.022c": {
-    "Description": "HVAC Stainless Steel Ducting -  6 sq. ft cross sectional area or greater, SDC D, E, or F",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC D, E or F",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.022d": {
-    "Description": "HVAC Stainless Steel Ducting -  6 sq. ft cross sectional area or greater, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Special Regulation (e.g. OSHPD) for HVAC ducting installation\nSeismic Installation Conditions: Special Regulation (e.g. OSHPD) for HVAC ducting installation - SDC D, E or F (high seismic design)",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-          "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-          "RepairAction": "Replace sections of failed ducting and supports."
-        }
-      }
-    }
-  },
-  "D.30.41.031a": {
-    "Description": "HVAC Drops / Diffusers in suspended ceilings - No independent safety wires, SDC A or B",
-    "Comments": "Costing per 10 units, No independent safety wires\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "HVAC drops or diffusers dislodges and falls.",
-          "RepairAction": "Replace diffuser/drop and sections of ceiling and ducting in vicinity to which diffuser/drop is connected."
-        }
-      }
-    }
-  },
-  "D.30.41.031b": {
-    "Description": "HVAC Drops / Diffusers in suspended ceilings - No independent safety wires, SDC C",
-    "Comments": "Costing per 10 units, No independent safety wires\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "HVAC drops or diffusers dislodges and falls.",
-          "RepairAction": "Replace diffuser/drop and sections of ceiling and ducting in vicinity to which diffuser/drop is connected."
-        }
-      }
-    }
-  },
-  "D.30.41.032a": {
-    "Description": "HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC A or B",
-    "Comments": "Costing per 10 units, unit supported by ducting only, no independent safety wires\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "HVAC drops or diffusers dislodges and falls.",
-          "RepairAction": "Replace diffuser/drop and sections of ceiling and ducting in vicinity to which diffuser/drop is connected."
-        }
-      }
-    }
-  },
-  "D.30.41.032b": {
-    "Description": "HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC C",
-    "Comments": "Costing per 10 units, unit supported by ducting only, no independent safety wires\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "HVAC drops or diffusers dislodges and falls.",
-          "RepairAction": "Replace diffuser/drop and sections of ceiling and ducting in vicinity to which diffuser/drop is connected."
-        }
-      }
-    }
-  },
-  "D.30.41.032c": {
-    "Description": "HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC D, E, or F",
-    "Comments": "Costing per 10 units, unit supported by ducting only, no independent safety wires\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC D, E or F\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "HVAC drops or diffusers dislodges and falls.",
-          "RepairAction": "Replace diffuser/drop and sections of ceiling and ducting in vicinity to which diffuser/drop is connected."
-        }
-      }
-    }
-  },
-  "D.30.41.032d": {
-    "Description": "HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing per 10 units, unit supported by ducting only, no independent safety wires\nConstruction Quality: Special Regulation (e.g. OSHPD) for HVAC Ducting Installation\nSeismic Installation Conditions: Special Regulation (e.g. OSHPD) for HVAC Ducting Installation - SDC D, E or F (high seismic design)\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "HVAC drops or diffusers dislodges and falls.",
-          "RepairAction": "Replace diffuser/drop and sections of ceiling and ducting in vicinity to which diffuser/drop is connected."
-        }
-      }
-    }
-  },
-  "D.30.41.041a": {
-    "Description": "Variable Air Volume (VAV) box with in-line coil, SDC A or B",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Coil damages connection to plumbing.  Leakage of hot water.",
-          "RepairAction": "Replace coil and cleanup  water damage."
-        }
-      }
-    }
-  },
-  "D.30.41.041b": {
-    "Description": "Variable Air Volume (VAV) box with in-line coil, SDC C",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Coil damages connection to plumbing.  Leakage of hot water.",
-          "RepairAction": "Replace coil and cleanup  water damage."
-        }
-      }
-    }
-  },
-  "D.30.41.101a": {
-    "Description": "HVAC Fan - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.41.102a": {
-    "Description": "HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Repair anchorage and replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.41.102b": {
-    "Description": "HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.41.102c": {
-    "Description": "HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Repair anchorage and replace equipment."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK",
-          "RepairAction": "Repair equipment."
-        }
-      }
-    }
-  },
-  "D.30.41.103a": {
-    "Description": "HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Repair anchorage and replace equipment."
-        }
-      }
-    }
-  },
-  "D.30.41.103b": {
-    "Description": "HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Repair equipment."
-        }
-      }
-    }
-  },
-  "D.30.41.103c": {
-    "Description": "HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Repair anchorage and replace equipment."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK",
-          "RepairAction": "Repair equipment."
-        }
-      }
-    }
-  },
-  "D.30.52.011a": {
-    "Description": "Air Handling Unit - Capacity: <5000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 4000 CFM.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function. Damage to attached ducting or piping.",
-          "RepairAction": "Repair attached ducting or piping."
-        },
-        "DS2": {
-          "Description": "Equipment does not function Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-        }
-      }
-    }
-  },
-  "D.30.52.011b": {
-    "Description": "Air Handling Unit - Capacity: 5000 to <10000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 8000 CFM.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function. Damage to attached ducting or piping.",
-          "RepairAction": "Repair attached ducting or piping."
-        },
-        "DS2": {
-          "Description": "Equipment does not function Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-        }
-      }
-    }
-  },
-  "D.30.52.011c": {
-    "Description": "Air Handling Unit - Capacity: 10000 to <25000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 20000 CFM.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function. Damage to attached ducting or piping.",
-          "RepairAction": "Repair attached ducting or piping."
-        },
-        "DS2": {
-          "Description": "Equipment does not function Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-        }
-      }
-    }
-  },
-  "D.30.52.011d": {
-    "Description": "Air Handling Unit - Capacity: 25000 to <40000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 30000 CFM.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function. Damage to attached ducting or piping.",
-          "RepairAction": "Repair attached ducting or piping."
-        },
-        "DS2": {
-          "Description": "Equipment does not function Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-        }
-      }
-    }
-  },
-  "D.30.52.013a": {
-    "Description": "Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 4000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-        }
-      }
-    }
-  },
-  "D.30.52.013b": {
-    "Description": "Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 4000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function but anchorage is OK. Damage to attached ducting or piping.",
-          "RepairAction": "Repair attached ducting or piping."
-        },
-        "DS2": {
-          "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-        }
-      }
-    }
-  },
-  "D.30.52.013c": {
-    "Description": "Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 4000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-        },
-        "DS3": {
-          "Description": "Damage to attached ducting or piping but anchorage is OK.",
-          "RepairAction": "Repair attached ducting or piping - equipment does not require replacement and anchorage does not require repair"
-        },
-        "DS4": {
-          "Description": "Equipment damaged beyond repair but anchorage is OK.",
-          "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-        }
-      }
-    }
-  },
-  "D.30.52.013d": {
-    "Description": "Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 8000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-        }
-      }
-    }
-  },
-  "D.30.52.013e": {
-    "Description": "Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 8000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function but anchorage is OK. Damage to attached ducting or piping.",
-          "RepairAction": "Repair attached ducting or piping."
-        },
-        "DS2": {
-          "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-        }
-      }
-    }
-  },
-  "D.30.52.013f": {
-    "Description": "Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 8000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-        },
-        "DS3": {
-          "Description": "Damage to attached ducting or piping but anchorage is OK.",
-          "RepairAction": "Repair attached ducting or piping - equipment does not require replacement and anchorage does not require repair"
-        },
-        "DS4": {
-          "Description": "Equipment damaged beyond repair but anchorage is OK.",
-          "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-        }
-      }
-    }
-  },
-  "D.30.52.013g": {
-    "Description": "Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 20000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-        }
-      }
-    }
-  },
-  "D.30.52.013h": {
-    "Description": "Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 20000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function but anchorage is OK. Damage to attached ducting or piping.",
-          "RepairAction": "Repair attached ducting or piping."
-        },
-        "DS2": {
-          "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-        }
-      }
-    }
-  },
-  "D.30.52.013i": {
-    "Description": "Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 20000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-        },
-        "DS3": {
-          "Description": "Damage to attached ducting or piping but anchorage is OK.",
-          "RepairAction": "Repair attached ducting or piping - equipment does not require replacement and anchorage does not require repair"
-        },
-        "DS4": {
-          "Description": "Equipment damaged beyond repair but anchorage is OK.",
-          "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-        }
-      }
-    }
-  },
-  "D.30.52.013j": {
-    "Description": "Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 30000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-        }
-      }
-    }
-  },
-  "D.30.52.013k": {
-    "Description": "Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 30000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Equipment does not function but anchorage is OK. Damage to attached ducting or piping.",
-          "RepairAction": "Repair attached ducting or piping."
-        },
-        "DS2": {
-          "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-        }
-      }
-    }
-  },
-  "D.30.52.013l": {
-    "Description": "Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 30000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-        },
-        "DS3": {
-          "Description": "Damage to attached ducting or piping but anchorage is OK.",
-          "RepairAction": "Repair attached ducting or piping - equipment does not require replacement and anchorage does not require repair"
-        },
-        "DS4": {
-          "Description": "Equipment damaged beyond repair but anchorage is OK.",
-          "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-        }
-      }
-    }
-  },
-  "D.30.67.011a": {
-    "Description": "Control Panel - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative.",
-          "RepairAction": "Replace some components (relays, circuit boards)."
-        }
-      }
-    }
-  },
-  "D.30.67.012a": {
-    "Description": "Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.30.67.012b": {
-    "Description": "Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace some components (relays, circuit boards)."
-        }
-      }
-    }
-  },
-  "D.30.67.012c": {
-    "Description": "Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK",
-          "RepairAction": "Replace some components (relays, circuit boards"
-        }
-      }
-    }
-  },
-  "D.40.11.021a": {
-    "Description": "Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC A or B, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, horizontal main and branches\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: One failure is expected per 1000 feet of pipe.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at joints -  0.02 leaks per 20 ft section of pipe.",
-          "RepairAction": "Replace leaking joints and minor water cleanup.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Joints Break - Major Leakage - 0.02 breaks  per 20 ft section of pipe.",
-          "RepairAction": "Replace 20 ft section of pipe, joints and major water cleanup at leaking joints.  "
-        }
-      }
-    }
-  },
-  "D.40.11.022a": {
-    "Description": "Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC C, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, horizontal main and branches\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: One failure is expected per 1000 feet of pipe.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at joints -  0.02 leaks per 20 ft section of pipe.",
-          "RepairAction": "Replace leaking joints and minor water cleanup.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Joints Break - Major Leakage - 0.02 breaks  per 20 ft section of pipe.",
-          "RepairAction": "Replace 20 ft section of pipe, joints and major water cleanup at leaking joints.  "
-        }
-      }
-    }
-  },
-  "D.40.11.023a": {
-    "Description": "Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - Poorly designed bracing, SDC D, E, or F , PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, horizontal main and branches\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 1000 feet of pipe.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at joints -  0.02 leaks per 20 ft section of pipe.",
-          "RepairAction": "Replace leaking joints and minor water cleanup.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Joints Break - Major Leakage - 0.02 breaks  per 20 ft section of pipe.",
-          "RepairAction": "Replace 20 ft section of pipe, joints and major water cleanup at leaking joints.  "
-        }
-      }
-    }
-  },
-  "D.40.11.024a": {
-    "Description": "Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - with designed bracing, SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, horizontal main and branches\nConstruction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 1000 feet of pipe.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at joints -  0.02 leaks per 20 ft section of pipe.",
-          "RepairAction": "Replace leaking joints and minor water cleanup.  "
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Joints Break - Major Leakage - 0.02 breaks  per 20 ft section of pipe.",
-          "RepairAction": "Replace 20 ft section of pipe, joints and major water cleanup at leaking joints.  "
-        }
-      }
-    }
-  },
-  "D.40.11.031a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC A or B",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-          "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-          "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-        }
-      }
-    }
-  },
-  "D.40.11.032a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC C",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-          "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-          "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-        }
-      }
-    }
-  },
-  "D.40.11.033a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-          "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-        }
-      }
-    }
-  },
-  "D.40.11.034a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-          "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-        }
-      }
-    }
-  },
-  "D.40.11.041a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC A or B",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-          "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-          "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-        }
-      }
-    }
-  },
-  "D.40.11.042a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC C",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-          "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-          "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-        }
-      }
-    }
-  },
-  "D.40.11.053a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-          "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-          "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-        }
-      }
-    }
-  },
-  "D.40.11.054a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-          "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-          "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-        }
-      }
-    }
-  },
-  "D.40.11.063a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC D, E, or F",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-          "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-          "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-        }
-      }
-    }
-  },
-  "D.40.11.064a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-          "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-          "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-        }
-      }
-    }
-  },
-  "D.40.11.071a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC A or B",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A, B ( no seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-          "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-          "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-        }
-      }
-    }
-  },
-  "D.40.11.072a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC C",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C ( low seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-          "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-          "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-        }
-      }
-    }
-  },
-  "D.40.11.073a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC D, E, or F",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-          "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-          "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-        }
-      }
-    }
-  },
-  "D.40.11.074a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations\nSeismic Installation Conditions: SDC D,E,F ( high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-          "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-          "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-        }
-      }
-    }
-  },
-  "D.50.11.011a": {
-    "Description": "Transformer/primary service - Capacity: <100 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative.",
-          "RepairAction": "Service and repair existing transformer.    Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.011b": {
-    "Description": "Transformer/primary service - Capacity: 100 to <350 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative.",
-          "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.011c": {
-    "Description": "Transformer/primary service - Capacity: 350 to <750 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative.",
-          "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.011d": {
-    "Description": "Transformer/primary service - Capacity: 750 to 1500 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative.",
-          "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.013a": {
-    "Description": "Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 75 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.013b": {
-    "Description": "Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.013c": {
-    "Description": "Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 75 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.013d": {
-    "Description": "Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.013e": {
-    "Description": "Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.013f": {
-    "Description": "Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.013g": {
-    "Description": "Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.013h": {
-    "Description": "Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.013i": {
-    "Description": "Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.013j": {
-    "Description": "Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.013k": {
-    "Description": "Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.11.013l": {
-    "Description": "Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-        }
-      }
-    }
-  },
-  "D.50.12.013a": {
-    "Description": "Motor Control Center - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.50.12.013b": {
-    "Description": "Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.50.12.013c": {
-    "Description": "Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.50.12.013d": {
-    "Description": "Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "If anchored repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad if anchored."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.50.12.021a": {
-    "Description": "Low Voltage Switchgear - Capacity: 100 to <350 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative.",
-          "RepairAction": "Replace insulator."
-        }
-      }
-    }
-  },
-  "D.50.12.021b": {
-    "Description": "Low Voltage Switchgear - Capacity: 350 to <750 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative.",
-          "RepairAction": "Replace insulator."
-        }
-      }
-    }
-  },
-  "D.50.12.021c": {
-    "Description": "Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative.",
-          "RepairAction": "Replace insulator."
-        }
-      }
-    }
-  },
-  "D.50.12.021d": {
-    "Description": "Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative.",
-          "RepairAction": "Replace insulator."
-        }
-      }
-    }
-  },
-  "D.50.12.023a": {
-    "Description": "Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.50.12.023b": {
-    "Description": "Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-        }
-      }
-    }
-  },
-  "D.50.12.023c": {
-    "Description": "Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-        }
-      }
-    }
-  },
-  "D.50.12.023d": {
-    "Description": "Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.50.12.023e": {
-    "Description": "Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-        }
-      }
-    }
-  },
-  "D.50.12.023f": {
-    "Description": "Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-        }
-      }
-    }
-  },
-  "D.50.12.023g": {
-    "Description": "Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.50.12.023h": {
-    "Description": "Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-        }
-      }
-    }
-  },
-  "D.50.12.023i": {
-    "Description": "Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-        }
-      }
-    }
-  },
-  "D.50.12.023j": {
-    "Description": "Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.50.12.023k": {
-    "Description": "Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-        }
-      }
-    }
-  },
-  "D.50.12.023l": {
-    "Description": "Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-        }
-      }
-    }
-  },
-  "D.50.12.031a": {
-    "Description": "Distribution Panel - Capacity: 100 to <350 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment"
-        }
-      }
-    }
-  },
-  "D.50.12.031b": {
-    "Description": "Distribution Panel - Capacity: 350 to <750 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment"
-        }
-      }
-    }
-  },
-  "D.50.12.031c": {
-    "Description": "Distribution Panel - Capacity: 750 to <1200 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment"
-        }
-      }
-    }
-  },
-  "D.50.12.031d": {
-    "Description": "Distribution Panel - Capacity: 1200 to 2000 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment"
-        }
-      }
-    }
-  },
-  "D.50.12.033a": {
-    "Description": "Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-        }
-      }
-    }
-  },
-  "D.50.12.033b": {
-    "Description": "Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment"
-        }
-      }
-    }
-  },
-  "D.50.12.033c": {
-    "Description": "Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.50.12.033d": {
-    "Description": "Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-        }
-      }
-    }
-  },
-  "D.50.12.033e": {
-    "Description": "Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment"
-        }
-      }
-    }
-  },
-  "D.50.12.033f": {
-    "Description": "Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.50.12.033g": {
-    "Description": "Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-        }
-      }
-    }
-  },
-  "D.50.12.033h": {
-    "Description": "Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment"
-        }
-      }
-    }
-  },
-  "D.50.12.033i": {
-    "Description": "Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.50.12.033j": {
-    "Description": "Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-        }
-      }
-    }
-  },
-  "D.50.12.033k": {
-    "Description": "Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment"
-        }
-      }
-    }
-  },
-  "D.50.12.033l": {
-    "Description": "Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.50.92.011a": {
-    "Description": "Battery Rack - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Pure DS1. Damaged, inoperative. Batteries fall, crack cases, dislodge conductors, or are otherwise damaged.",
-          "RepairAction": "Replace batteries."
-        },
-        "DS2": {
-          "Description": "Pure DS2. Batteries spill battery acid.",
-          "RepairAction": "Clean up spilled acid."
-        },
-        "DS3": {
-          "Description": "Combination of DS1 & DS2",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS4": {
-          "Description": "Pure DS3. Battery rack collapses.",
-          "RepairAction": "Replace battery rack."
-        },
-        "DS5": {
-          "Description": "Combination of DS1 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS6": {
-          "Description": "Combination of DS2 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS7": {
-          "Description": "Combination of DS1 & DS2 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        }
-      }
-    }
-  },
-  "D.50.92.013a": {
-    "Description": "Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.50.92.013b": {
-    "Description": "Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Pure DS1. Damaged, inoperative but anchorage is OK. Batteries fall, crack cases, dislodge conductors, or are otherwise damaged.",
-          "RepairAction": "Replace batteries."
-        },
-        "DS2": {
-          "Description": "Pure DS2. Batteries spill battery acid.",
-          "RepairAction": "Clean up spilled acid."
-        },
-        "DS3": {
-          "Description": "Combination of DS1 & DS2",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS4": {
-          "Description": "Pure DS3. Battery rack collapses.",
-          "RepairAction": "Replace battery rack."
-        },
-        "DS5": {
-          "Description": "Combination of DS1 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS6": {
-          "Description": "Combination of DS2 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        },
-        "DS7": {
-          "Description": "Combination of DS1 & DS2 & DS3",
-          "RepairAction": "Combination of pure DS repair actions."
-        }
-      }
-    }
-  },
-  "D.50.92.013c": {
-    "Description": "Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Equipment is damaged and inoperative.",
-          "RepairAction": "Replace batteries."
-        },
-        "DS4": {
-          "Description": "Equipment is damaged and inoperative.",
-          "RepairAction": "Replace batteries and clean up acid."
-        },
-        "DS5": {
-          "Description": "Equipment is damaged and inoperative.",
-          "RepairAction": "Replace rack including batteries and clean up acid."
-        }
-      }
-    }
-  },
-  "D.50.92.021a": {
-    "Description": "Battery Charger - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Service for intermittent voltage output or for blown surge suppressor."
-        },
-        "DS2": {
-          "Description": "Damaged, inoperative but anchorage is OK. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.50.92.023a": {
-    "Description": "Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad / wall."
-        }
-      }
-    }
-  },
-  "D.50.92.023b": {
-    "Description": "Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK.",
-          "RepairAction": "Service for intermittent voltage output or for blown surge suppressor."
-        },
-        "DS2": {
-          "Description": "Damaged, inoperative but anchorage is OK. Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.50.92.023c": {
-    "Description": "Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad / wall."
-        },
-        "DS3": {
-          "Description": "Equipment is damaged and inoperative.",
-          "RepairAction": "Service for intermittent voltage output or for blown surge suppressor."
-        },
-        "DS4": {
-          "Description": "Equipment is damaged and inoperative.",
-          "RepairAction": "Replace equipment."
-        }
-      }
-    }
-  },
-  "D.50.92.031a": {
-    "Description": "Diesel generator - Capacity: 100 to <350 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative. Pipes and nozzles damaged.",
-          "RepairAction": "Repair fracture pipes and damaged nozzles."
-        },
-        "DS2": {
-          "Description": "Damaged, inoperative. Drive shaft misalignment.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS3": {
-          "Description": "Damaged, inoperative. Minor electrical damage, e.g., failed relay.",
-          "RepairAction": "Minor electrical repair e.g., replace relay."
-        },
-        "DS4": {
-          "Description": "Damaged, inoperative. Exhaust line disconnected at expansion bellows.",
-          "RepairAction": "Reconnect exhaust line."
-        }
-      }
-    }
-  },
-  "D.50.92.031b": {
-    "Description": "Diesel generator - Capacity: 350 to <750 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative. Pipes and nozzles damaged.",
-          "RepairAction": "Repair fracture pipes and damaged nozzles."
-        },
-        "DS2": {
-          "Description": "Damaged, inoperative. Drive shaft misalignment.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS3": {
-          "Description": "Damaged, inoperative. Minor electrical damage, e.g., failed relay.",
-          "RepairAction": "Minor electrical repair e.g., replace relay."
-        },
-        "DS4": {
-          "Description": "Damaged, inoperative. Exhaust line disconnected at expansion bellows.",
-          "RepairAction": "Reconnect exhaust line."
-        }
-      }
-    }
-  },
-  "D.50.92.031c": {
-    "Description": "Diesel generator - Capacity: 750 to 1200 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative. Pipes and nozzles damaged.",
-          "RepairAction": "Repair fracture pipes and damaged nozzles."
-        },
-        "DS2": {
-          "Description": "Damaged, inoperative. Drive shaft misalignment.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS3": {
-          "Description": "Damaged, inoperative. Minor electrical damage, e.g., failed relay.",
-          "RepairAction": "Minor electrical repair e.g., replace relay."
-        },
-        "DS4": {
-          "Description": "Damaged, inoperative. Exhaust line disconnected at expansion bellows.",
-          "RepairAction": "Reconnect exhaust line."
-        }
-      }
-    }
-  },
-  "D.50.92.031d": {
-    "Description": "Diesel generator - Capacity: 1200 to 2000 kVa - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative. Pipes and nozzles damaged.",
-          "RepairAction": "Repair fracture pipes and damaged nozzles."
-        },
-        "DS2": {
-          "Description": "Damaged, inoperative. Drive shaft misalignment.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS3": {
-          "Description": "Damaged, inoperative. Minor electrical damage, e.g., failed relay.",
-          "RepairAction": "Minor electrical repair e.g., replace relay."
-        },
-        "DS4": {
-          "Description": "Damaged, inoperative. Exhaust line disconnected at expansion bellows.",
-          "RepairAction": "Reconnect exhaust line."
-        }
-      }
-    }
-  },
-  "D.50.92.032a": {
-    "Description": "Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.50.92.032b": {
-    "Description": "Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-          "RepairAction": "Repair fracture pipes and damaged nozzles."
-        },
-        "DS2": {
-          "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS3": {
-          "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-          "RepairAction": "Minor electrical repair e.g., replace relay."
-        },
-        "DS4": {
-          "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-          "RepairAction": "Reconnect exhaust line."
-        }
-      }
-    }
-  },
-  "D.50.92.032c": {
-    "Description": "Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK",
-          "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-        },
-        "DS4": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS5": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "minor electrical repair e.g., replace relays."
-        }
-      }
-    }
-  },
-  "D.50.92.032d": {
-    "Description": "Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.50.92.032e": {
-    "Description": "Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-          "RepairAction": "Repair fracture pipes and damaged nozzles."
-        },
-        "DS2": {
-          "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS3": {
-          "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-          "RepairAction": "Minor electrical repair e.g., replace relay."
-        },
-        "DS4": {
-          "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-          "RepairAction": "Reconnect exhaust line."
-        }
-      }
-    }
-  },
-  "D.50.92.032f": {
-    "Description": "Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK",
-          "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-        },
-        "DS4": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS5": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "minor electrical repair e.g., replace relays."
-        }
-      }
-    }
-  },
-  "D.50.92.032g": {
-    "Description": "Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.50.92.032h": {
-    "Description": "Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-          "RepairAction": "Repair fracture pipes and damaged nozzles."
-        },
-        "DS2": {
-          "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS3": {
-          "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-          "RepairAction": "Minor electrical repair e.g., replace relay."
-        },
-        "DS4": {
-          "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-          "RepairAction": "Reconnect exhaust line."
-        }
-      }
-    }
-  },
-  "D.50.92.032i": {
-    "Description": "Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK",
-          "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-        },
-        "DS4": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS5": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "minor electrical repair e.g., replace relays."
-        }
-      }
-    }
-  },
-  "D.50.92.032j": {
-    "Description": "Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 1500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.50.92.032k": {
-    "Description": "Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-          "RepairAction": "Repair fracture pipes and damaged nozzles."
-        },
-        "DS2": {
-          "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS3": {
-          "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-          "RepairAction": "Minor electrical repair e.g., replace relay."
-        },
-        "DS4": {
-          "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-          "RepairAction": "Reconnect exhaust line."
-        }
-      }
-    }
-  },
-  "D.50.92.032l": {
-    "Description": "Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 1500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK",
-          "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-        },
-        "DS4": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS5": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "minor electrical repair e.g., replace relays."
-        }
-      }
-    }
-  },
-  "D.50.92.033a": {
-    "Description": "Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.50.92.033b": {
-    "Description": "Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-          "RepairAction": "Repair fracture pipes and damaged nozzles."
-        },
-        "DS2": {
-          "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS3": {
-          "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-          "RepairAction": "Minor electrical repair e.g., replace relay."
-        },
-        "DS4": {
-          "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-          "RepairAction": "Reconnect exhaust line."
-        }
-      }
-    }
-  },
-  "D.50.92.033c": {
-    "Description": "Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK",
-          "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-        },
-        "DS4": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS5": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "minor electrical repair e.g., replace relays."
-        }
-      }
-    }
-  },
-  "D.50.92.033d": {
-    "Description": "Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.50.92.033e": {
-    "Description": "Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-          "RepairAction": "Repair fracture pipes and damaged nozzles."
-        },
-        "DS2": {
-          "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS3": {
-          "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-          "RepairAction": "Minor electrical repair e.g., replace relay."
-        },
-        "DS4": {
-          "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-          "RepairAction": "Reconnect exhaust line."
-        }
-      }
-    }
-  },
-  "D.50.92.033f": {
-    "Description": "Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK",
-          "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-        },
-        "DS4": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS5": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "minor electrical repair e.g., replace relays."
-        }
-      }
-    }
-  },
-  "D.50.92.033g": {
-    "Description": "Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.50.92.033h": {
-    "Description": "Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-          "RepairAction": "Repair fracture pipes and damaged nozzles."
-        },
-        "DS2": {
-          "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS3": {
-          "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-          "RepairAction": "Minor electrical repair e.g., replace relay."
-        },
-        "DS4": {
-          "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-          "RepairAction": "Reconnect exhaust line."
-        }
-      }
-    }
-  },
-  "D.50.92.033i": {
-    "Description": "Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK",
-          "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-        },
-        "DS4": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS5": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "minor electrical repair e.g., replace relays."
-        }
-      }
-    }
-  },
-  "D.50.92.033j": {
-    "Description": "Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 1500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        }
-      }
-    }
-  },
-  "D.50.92.033k": {
-    "Description": "Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-          "RepairAction": "Repair fracture pipes and damaged nozzles."
-        },
-        "DS2": {
-          "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS3": {
-          "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-          "RepairAction": "Minor electrical repair e.g., replace relay."
-        },
-        "DS4": {
-          "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-          "RepairAction": "Reconnect exhaust line."
-        }
-      }
-    }
-  },
-  "D.50.92.033l": {
-    "Description": "Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 1500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Anchorage failure.",
-          "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-        },
-        "DS2": {
-          "Description": "Anchorage failure & Equipment damaged beyond repair.",
-          "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-        },
-        "DS3": {
-          "Description": "Damaged, Inoperative but anchorage is OK",
-          "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-        },
-        "DS4": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "Overhaul because of drive shaft misalignment."
-        },
-        "DS5": {
-          "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-          "RepairAction": "minor electrical repair e.g., replace relays."
-        }
-      }
-    }
-  },
-  "E.20.22.001": {
-    "Description": "Modular office work stations.  ",
-    "Comments": "Unanchored and installed per manufacturer's recommendations on a carpeted floor.\nConstruction Quality: Any\nSeismic Installation Conditions: Unsecured\nNotes: This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Wall units need to be adjusted and straightened.  Some elements are bent / damaged and need to be replaced.  ",
-          "RepairAction": "Adjust and or straightened wall units.  Replace damaged units.  Assume a repair cost of 5% of the replacement value."
-        }
-      }
-    }
-  },
-  "E.20.22.010": {
-    "Description": "Unsecured fragile objects on shelves, unknown restraint",
-    "Comments": "Costing to be furnished by user.  Consequence data assumes 16 SF of damage area.\nConstruction Quality: Any\nSeismic Installation Conditions: Unknown conditions: some objects may have museum putty. Some cabinets may have latches. Some cabinets may be secured to the wall.\nNotes: This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Object falls off shelf or shelf overturns and object breaks or object breaks within cabinet.",
-          "RepairAction": "Replace object.  Note:  user must supply cost of replacement."
-        }
-      }
-    }
-  },
-  "E.20.22.011": {
-    "Description": "Fragile contents secured by museum putty, Velcro or other weak but sticky stuff",
-    "Comments": "Costing to be furnished by user.  Consequence data assumes 16 SF of damage area.\nConstruction Quality: Any\nSeismic Installation Conditions: High adhesion surface (e.g., museum putty) and secured in cabinets (e.g., with latches & cabinet is secured to wall)\nNotes: This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Object falls off shelf or shelf overturns and object breaks or object breaks within cabinet.",
-          "RepairAction": "Replace object.  Note:  user must supply cost of replacement."
-        }
-      }
-    }
-  },
-  "E.20.22.012": {
-    "Description": "Fragile contents on shelves in storage cabinets with latches",
-    "Comments": "Costing to be furnished by user.  Consequence data assumes 16 SF of damage area.\nConstruction Quality: Any\nSeismic Installation Conditions: In secured cabinets (e.g., with latches)\nNotes: This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Object falls off shelf or shelf overturns and object breaks or object breaks within cabinet.",
-          "RepairAction": "Replace object.  Note:  user must supply cost of replacement."
-        }
-      }
-    }
-  },
-  "E.20.22.013": {
-    "Description": "Unsecured fragile objects on shelves, low friction surface",
-    "Comments": "Costing to be furnished by user.  Consequence data assumes 16 SF of damage area.\nConstruction Quality: Any\nSeismic Installation Conditions: Low friction coefficient (e.g., glass or metal on wood), in unsecured cabinets (e.g., no latches)\nNotes: This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Object falls off shelf or shelf overturns and object breaks or object breaks within cabinet.",
-          "RepairAction": "Replace object.  Note:  user must supply cost of replacement."
-        }
-      }
-    }
-  },
-  "E.20.22.020": {
-    "Description": "Home entertainment equipment, unknown installation",
-    "Comments": "Costing to be furnished by user.  Consequence data assumes 16 SF of damage area.\nConstruction Quality: Any\nNotes: This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Falls, does not function.",
-          "RepairAction": "Replace equipment.  User must supply replacement cost."
-        }
-      }
-    }
-  },
-  "E.20.22.021": {
-    "Description": "Electronic equipment on wall mount brackets",
-    "Comments": "Costing to be furnished by user.  Consequence data assumes 16 SF of damage area.\nConstruction Quality: Any\nSeismic Installation Conditions: Unsecured\nNotes: This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Falls, does not function.",
-          "RepairAction": "Replace equipment.  User must supply replacement cost."
-        }
-      }
-    }
-  },
-  "E.20.22.022": {
-    "Description": "Desktop electronics including computers, monitors, stereos, etc on a slip resistant surface",
-    "Comments": "Costing to be furnished by user.  Consequence data assumes 16 SF of damage area.\nConstruction Quality: Any\nSeismic Installation Conditions: Unsecured\nNotes: This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Falls, does not function.",
-          "RepairAction": "Replace equipment.  User must supply replacement cost."
-        }
-      }
-    }
-  },
-  "E.20.22.023": {
-    "Description": "Desktop electronics including computers, monitors, stereos, etc, smooth surface",
-    "Comments": "Costing to be furnished by user.  Consequence data assumes 16 SF of damage area.\nConstruction Quality: Any\nSeismic Installation Conditions: Unsecured\nNotes: This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Falls, does not function.",
-          "RepairAction": "Replace equipment.  User must supply replacement cost."
-        }
-      }
-    }
-  },
-  "E.20.22.102a": {
-    "Description": "Bookcase, 2 shelves, unanchored laterally",
-    "Comments": "Standard bookcase, unanchored laterally.  Bookcase is 12-5/8\" deep x 29\" tall\nConstruction Quality: Normal\nSeismic Installation Conditions: Unsecured\nNotes: Peak floor velocity limit is calculated as a function of the aspect ratio of the filing cabinet and the building period, T.  At the ground floor the fragility will be based upon the ground motion only.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Book case falls over and contents are scattered.  Likely damage to bookcase.  ",
-          "RepairAction": "Replace bookcase and restack / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.102b": {
-    "Description": "Bookcase, 2 shelves, anchored laterally",
-    "Comments": "Standard bookcase, anchored laterally.  Bookcase is 12-5/8\" deep x 29\" tall.\nConstruction Quality: Normal\nSeismic Installation Conditions: Secured\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Book case falls over and contents are scattered.  Likely damage to bookcase.  ",
-          "RepairAction": "Replace bookcase and restack / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.103a": {
-    "Description": "Bookcase, 3 shelves, unanchored laterally",
-    "Comments": "Standard bookcase, unanchored laterally.  Bookcase is 12-5/8\" deep x 41\" tall\nConstruction Quality: Normal\nSeismic Installation Conditions: Unsecured\nNotes: Peak floor velocity limit is calculated as a function of the aspect ratio of the filing cabinet and the building period, T.  At the ground floor the fragility will be based upon the ground motion only.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Book case falls over and contents are scattered.  Likely damage to bookcase.  ",
-          "RepairAction": "Replace bookcase and restack / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.103b": {
-    "Description": "Bookcase, 3 shelves, anchored laterally",
-    "Comments": "Standard bookcase, anchored laterally.  Bookcase is 12-5/8\" deep x 41\" tall.\nConstruction Quality: Normal\nSeismic Installation Conditions: Secured\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Book case falls over and contents are scattered.  Likely damage to bookcase.  ",
-          "RepairAction": "Replace bookcase and restack / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.104a": {
-    "Description": "Bookcase, 4 shelves, unanchored laterally",
-    "Comments": "Standard bookcase, unanchored laterally.  Bookcase is 12-5/8\" deep x 56\" tall\nConstruction Quality: Normal\nSeismic Installation Conditions: Unsecured\nNotes: Peak floor velocity limit is calculated as a function of the aspect ratio of the filing cabinet and the building period, T.  At the ground floor the fragility will be based upon the ground motion only.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Book case falls over and contents are scattered.  Likely damage to bookcase.  ",
-          "RepairAction": "Replace bookcase and restack / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.104b": {
-    "Description": "Bookcase, 4 shelves, anchored laterally",
-    "Comments": "Standard bookcase, anchored laterally.  Bookcase is 12-5/8\" deep x 56\" tall.\nConstruction Quality: Normal\nSeismic Installation Conditions: Secured\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Book case falls over and contents are scattered.  Likely damage to bookcase.  ",
-          "RepairAction": "Replace bookcase and restack / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.105a": {
-    "Description": "Bookcase, 5 shelves, unanchored laterally",
-    "Comments": "Standard bookcase, unanchored laterally.  Bookcase is 12-5/8\" deep x 71\" tall\nConstruction Quality: Normal\nSeismic Installation Conditions: Unsecured\nNotes: Peak floor velocity limit is calculated as a function of the aspect ratio of the filing cabinet and the building period, T.  At the ground floor the fragility will be based upon the ground motion only.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Book case falls over and contents are scattered.  Likely damage to bookcase.  ",
-          "RepairAction": "Replace bookcase and restack / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.105b": {
-    "Description": "Bookcase, 5 shelves, anchored laterally",
-    "Comments": "Standard bookcase, anchored laterally.  Bookcase is 12-5/8\" deep x 71\" tall.\nConstruction Quality: Normal\nSeismic Installation Conditions: Secured\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Book case falls over and contents are scattered.  Likely damage to bookcase.  ",
-          "RepairAction": "Replace bookcase and restack / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.106a": {
-    "Description": "Bookcase, 6 shelves, unanchored laterally",
-    "Comments": "Standard bookcase, unanchored laterally.  Bookcase is 12-5/8\" deep x 81-1/4\" tall\nConstruction Quality: Normal\nSeismic Installation Conditions: Unsecured\nNotes: Peak floor velocity limit is calculated as a function of the aspect ratio of the filing cabinet and the building period, T.  At the ground floor the fragility will be based upon the ground motion only.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Book case falls over and contents are scattered.  Likely damage to bookcase.  ",
-          "RepairAction": "Replace bookcase and restack / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.106b": {
-    "Description": "Bookcase, 6 shelves, anchored laterally",
-    "Comments": "Standard bookcase, anchored laterally.  Bookcase is 12-5/8\" deep x 81-1/4\" tall.\nConstruction Quality: Normal\nSeismic Installation Conditions: Secured\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Book case falls over and contents are scattered.  Likely damage to bookcase.  ",
-          "RepairAction": "Replace bookcase and restack / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.112a": {
-    "Description": "Vertical Filing Cabinet, 2 drawer, unanchored laterally",
-    "Comments": "Filing cabinet, unanchored laterally.  Cabinet has 2 drawers and is 15\" deep x 24\" tall\nConstruction Quality: Normal\nSeismic Installation Conditions: Unsecured\nNotes: Peak floor velocity limit is calculated as a function of the aspect ratio of the filing cabinet and the building period, T.  At the ground floor the fragility will be based upon the ground motion only.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Filing cabinet falls over and contents are scattered.  Likely damage to file cabinet.  ",
-          "RepairAction": "Replace filing cabinet and refile / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.112b": {
-    "Description": "Vertical Filing Cabinet, 2 drawer, anchored laterally",
-    "Comments": "Filing cabinet, anchored laterally.  Cabinet has 2 drawers and is 15\" deep x 24\" tall\nConstruction Quality: Normal\nSeismic Installation Conditions: Secured\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Filing cabinet falls over and contents are scattered.  Likely damage to file cabinet.  ",
-          "RepairAction": "Replace filing cabinet and refile / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.114a": {
-    "Description": "Vertical Filing Cabinet, 4 drawer, unanchored laterally",
-    "Comments": "Filing cabinet, unanchored laterally.  Cabinet has 4 drawers and is 15\" deep x 52\" tall\nConstruction Quality: Normal\nSeismic Installation Conditions: Unsecured\nNotes: Peak floor velocity limit is calculated as a function of the aspect ratio of the filing cabinet and the building period, T.  At the ground floor the fragility will be based upon the ground motion only.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Filing cabinet falls over and contents are scattered.  Likely damage to file cabinet.  ",
-          "RepairAction": "Replace filing cabinet and refile / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.114b": {
-    "Description": "Vertical Filing Cabinet, 4 drawer, anchored laterally",
-    "Comments": "Filing cabinet, anchored laterally.  Cabinet has 4 drawers and is 15\" deep x 52\" tall\nConstruction Quality: Normal\nSeismic Installation Conditions: Secured\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Filing cabinet falls over and contents are scattered.  Likely damage to file cabinet.  ",
-          "RepairAction": "Replace filing cabinet and refile / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.124a": {
-    "Description": "Lateral Filing Cabinet, 2 drawer, unanchored laterally",
-    "Comments": "Filing cabinet, unanchored laterally.  Cabinet has 4 drawers and is 18.6\" deep x 52.5\" tall\nConstruction Quality: Normal\nSeismic Installation Conditions: Unsecured\nNotes: Peak floor velocity limit is calculated as a function of the aspect ratio of the filing cabinet and the building period, T.  At the ground floor the fragility will be based upon the ground motion only.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Filing cabinet falls over and contents are scattered.  Likely damage to file cabinet.  ",
-          "RepairAction": "Replace filing cabinet and refile / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.124b": {
-    "Description": "Lateral Filing Cabinet, 2 drawer, anchored laterally",
-    "Comments": "Filing cabinet, anchored laterally.  Cabinet has 4 drawers and is 18.6\" deep x 52.5\" tall\nConstruction Quality: Normal\nSeismic Installation Conditions: Secured\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Filing cabinet falls over and contents are scattered.  Likely damage to file cabinet.  ",
-          "RepairAction": "Replace filing cabinet and refile / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.125a": {
-    "Description": "Lateral Filing Cabinet, 4 drawer, unanchored laterally",
-    "Comments": "Filing cabinet, unanchored laterally.  Cabinet has 5 drawers and is 18.6\" deep x 67.75\" tall\nConstruction Quality: Normal\nSeismic Installation Conditions: Unsecured\nNotes: Peak floor velocity limit is calculated as a function of the aspect ratio of the filing cabinet and the building period, T.  At the ground floor the fragility will be based upon the ground motion only.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Filing cabinet falls over and contents are scattered.  Likely damage to file cabinet.  ",
-          "RepairAction": "Replace filing cabinet and refile / replace contents.  "
-        }
-      }
-    }
-  },
-  "E.20.22.125b": {
-    "Description": "Lateral Filing Cabinet, 4 drawer, anchored laterally",
-    "Comments": "Filing cabinet, anchored laterally.  Cabinet has 5 drawers and is 18.6\" deep x 67.75\" tall\nConstruction Quality: Normal\nSeismic Installation Conditions: Secured\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Filing cabinet falls over and contents are scattered.  Likely damage to file cabinet.  ",
-          "RepairAction": "Replace filing cabinet and refile / replace contents.  "
-        }
-      }
-    }
-  },
-  "F.10.12.001": {
-    "Description": "Storage racks designed and installed before 2007, big box retail (12' to 15' tall)",
-    "Comments": "Standard pallet back to back storage rack.  Three to five levels tall with total height from 15 to 20 ft.  Costing assumes one single side access rack.  Costing of rack and restocking based upon 50 LF of rack.  Costing of rack contents to be furnished by user.   \nConstruction Quality: Normal\nSeismic Installation Conditions: Varies",
-    "SuggestedComponentBlockSize": "50 LF",
-    "RoundUpToIntegerQuantity": "False",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Significant merchandise shedding from rack shelves.",
-          "RepairAction": "Minor repair to storage rack.  Resort and restock shelves.  Clean up debris.  "
-        },
-        "DS2": {
-          "Description": "Significant structural damage to rack structure.",
-          "RepairAction": "Remove and replace storage rack system.  Make minor repair to adjacent finishes.  Resort and restock shelves.  Clean up debris.  "
-        }
-      }
-    }
-  }
-}
\ No newline at end of file
diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_bldg.csv b/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_bldg.csv
deleted file mode 100644
index 079cc2b3b..000000000
--- a/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_bldg.csv
+++ /dev/null
@@ -1,266 +0,0 @@
-ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS2-DamageStateWeights,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS3-DamageStateWeights,LS4-Family,LS4-Theta_0,LS4-Theta_1,LS4-DamageStateWeights
-STR.W1.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.04,0.4,,lognormal,0.1,0.4,0.97 | 0.03
-STR.W1.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03
-STR.W1.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03
-STR.W1.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0079,0.4,,lognormal,0.0245,0.4,,lognormal,0.06,0.4,0.97 | 0.03
-STR.W2.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.04,0.4,,lognormal,0.1,0.4,0.97 | 0.03
-STR.W2.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03
-STR.W2.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03
-STR.W2.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0079,0.4,,lognormal,0.0245,0.4,,lognormal,0.06,0.4,0.97 | 0.03
-STR.S1.L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.006,0.4,,lognormal,0.012,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.92 | 0.08
-STR.S1.L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.006,0.4,,lognormal,0.0104,0.4,,lognormal,0.0235,0.4,,lognormal,0.06,0.4,0.92 | 0.08
-STR.S1.L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.006,0.4,,lognormal,0.0096,0.4,,lognormal,0.0203,0.4,,lognormal,0.05,0.4,0.92 | 0.08
-STR.S1.L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0048,0.4,,lognormal,0.0076,0.4,,lognormal,0.0162,0.4,,lognormal,0.04,0.4,0.92 | 0.08
-STR.S1.M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.02,0.4,,lognormal,0.0533,0.4,0.95 | 0.05
-STR.S1.M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0157,0.4,,lognormal,0.04,0.4,0.95 | 0.05
-STR.S1.M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0135,0.4,,lognormal,0.0333,0.4,0.95 | 0.05
-STR.S1.M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0108,0.4,,lognormal,0.0267,0.4,0.95 | 0.05
-STR.S1.H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.006,0.4,,lognormal,0.015,0.4,,lognormal,0.04,0.4,0.97 | 0.03
-STR.S1.H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.0052,0.4,,lognormal,0.0118,0.4,,lognormal,0.03,0.4,0.97 | 0.03
-STR.S1.H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.0048,0.4,,lognormal,0.0101,0.4,,lognormal,0.025,0.4,0.97 | 0.03
-STR.S1.H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0024,0.4,,lognormal,0.0038,0.4,,lognormal,0.0081,0.4,,lognormal,0.02,0.4,0.97 | 0.03
-STR.S2.L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.01,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.92 | 0.08
-STR.S2.L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.0087,0.4,,lognormal,0.0233,0.4,,lognormal,0.06,0.4,0.92 | 0.08
-STR.S2.L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.008,0.4,,lognormal,0.02,0.4,,lognormal,0.05,0.4,0.92 | 0.08
-STR.S2.L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.016,0.4,,lognormal,0.04,0.4,0.92 | 0.08
-STR.S2.M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0067,0.4,,lognormal,0.02,0.4,,lognormal,0.0533,0.4,0.95 | 0.05
-STR.S2.M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0058,0.4,,lognormal,0.0156,0.4,,lognormal,0.04,0.4,0.95 | 0.05
-STR.S2.M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0053,0.4,,lognormal,0.0133,0.4,,lognormal,0.0333,0.4,0.95 | 0.05
-STR.S2.M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0267,0.4,0.95 | 0.05
-STR.S2.H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.005,0.4,,lognormal,0.015,0.4,,lognormal,0.04,0.4,0.97 | 0.03
-STR.S2.H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.0043,0.4,,lognormal,0.0117,0.4,,lognormal,0.03,0.4,0.97 | 0.03
-STR.S2.H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.025,0.4,0.97 | 0.03
-STR.S2.H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.02,0.4,0.97 | 0.03
-STR.S3.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03
-STR.S3.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.007,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.97 | 0.03
-STR.S3.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.97 | 0.03
-STR.S3.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.97 | 0.03
-STR.S4.L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.92 | 0.08
-STR.S4.L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.92 | 0.08
-STR.S4.L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.92 | 0.08
-STR.S4.L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.92 | 0.08
-STR.S4.M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0053,0.4,,lognormal,0.016,0.4,,lognormal,0.0467,0.4,0.95 | 0.05
-STR.S4.M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0046,0.4,,lognormal,0.0125,0.4,,lognormal,0.035,0.4,0.95 | 0.05
-STR.S4.M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0292,0.4,0.95 | 0.05
-STR.S4.M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0034,0.4,,lognormal,0.0086,0.4,,lognormal,0.0233,0.4,0.95 | 0.05
-STR.S4.H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.035,0.4,0.97 | 0.03
-STR.S4.H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0035,0.4,,lognormal,0.0093,0.4,,lognormal,0.0262,0.4,0.97 | 0.03
-STR.S4.H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0219,0.4,0.97 | 0.03
-STR.S4.H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0026,0.4,,lognormal,0.0064,0.4,,lognormal,0.0175,0.4,0.97 | 0.03
-STR.S5.L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.006,0.4,,lognormal,0.015,0.4,,lognormal,0.035,0.4,0.92 | 0.08
-STR.S5.L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0024,0.4,,lognormal,0.0048,0.4,,lognormal,0.012,0.4,,lognormal,0.028,0.4,0.92 | 0.08
-STR.S5.M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.0233,0.4,0.95 | 0.05
-STR.S5.M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0187,0.4,0.95 | 0.05
-STR.S5.H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0015,0.4,,lognormal,0.003,0.4,,lognormal,0.0075,0.4,,lognormal,0.0175,0.4,0.97 | 0.03
-STR.S5.H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0012,0.4,,lognormal,0.0024,0.4,,lognormal,0.006,0.4,,lognormal,0.014,0.4,0.97 | 0.03
-STR.C1.L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.01,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.87 | 0.13
-STR.C1.L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.0087,0.4,,lognormal,0.0233,0.4,,lognormal,0.06,0.4,0.87 | 0.13
-STR.C1.L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.008,0.4,,lognormal,0.02,0.4,,lognormal,0.05,0.4,0.87 | 0.13
-STR.C1.L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.016,0.4,,lognormal,0.04,0.4,0.87 | 0.13
-STR.C1.M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0067,0.4,,lognormal,0.02,0.4,,lognormal,0.0533,0.4,0.9 | 0.1
-STR.C1.M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0058,0.4,,lognormal,0.0156,0.4,,lognormal,0.04,0.4,0.9 | 0.1
-STR.C1.M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0053,0.4,,lognormal,0.0133,0.4,,lognormal,0.0333,0.4,0.9 | 0.1
-STR.C1.M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0267,0.4,0.9 | 0.1
-STR.C1.H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.005,0.4,,lognormal,0.015,0.4,,lognormal,0.04,0.4,0.95 | 0.05
-STR.C1.H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.0043,0.4,,lognormal,0.0117,0.4,,lognormal,0.03,0.4,0.95 | 0.05
-STR.C1.H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.025,0.4,0.95 | 0.05
-STR.C1.H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.02,0.4,0.95 | 0.05
-STR.C2.L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.87 | 0.13
-STR.C2.L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0084,0.4,,lognormal,0.0232,0.4,,lognormal,0.06,0.4,0.87 | 0.13
-STR.C2.L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0076,0.4,,lognormal,0.0197,0.4,,lognormal,0.05,0.4,0.87 | 0.13
-STR.C2.L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0061,0.4,,lognormal,0.0158,0.4,,lognormal,0.04,0.4,0.87 | 0.13
-STR.C2.M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0067,0.4,,lognormal,0.02,0.4,,lognormal,0.0533,0.4,0.9 | 0.1
-STR.C2.M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0056,0.4,,lognormal,0.0154,0.4,,lognormal,0.04,0.4,0.9 | 0.1
-STR.C2.M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0051,0.4,,lognormal,0.0132,0.4,,lognormal,0.0333,0.4,0.9 | 0.1
-STR.C2.M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0041,0.4,,lognormal,0.0105,0.4,,lognormal,0.0267,0.4,0.9 | 0.1
-STR.C2.H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.005,0.4,,lognormal,0.015,0.4,,lognormal,0.04,0.4,0.95 | 0.05
-STR.C2.H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0042,0.4,,lognormal,0.0116,0.4,,lognormal,0.03,0.4,0.95 | 0.05
-STR.C2.H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0038,0.4,,lognormal,0.0099,0.4,,lognormal,0.025,0.4,0.95 | 0.05
-STR.C2.H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0031,0.4,,lognormal,0.0079,0.4,,lognormal,0.02,0.4,0.95 | 0.05
-STR.C3.L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.006,0.4,,lognormal,0.015,0.4,,lognormal,0.035,0.4,0.85 | 0.15
-STR.C3.L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0024,0.4,,lognormal,0.0048,0.4,,lognormal,0.012,0.4,,lognormal,0.028,0.4,0.85 | 0.15
-STR.C3.M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.0233,0.4,0.87 | 0.13
-STR.C3.M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0187,0.4,0.87 | 0.13
-STR.C3.H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0015,0.4,,lognormal,0.003,0.4,,lognormal,0.0075,0.4,,lognormal,0.0175,0.4,0.9 | 0.1
-STR.C3.H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0012,0.4,,lognormal,0.0024,0.4,,lognormal,0.006,0.4,,lognormal,0.014,0.4,0.9 | 0.1
-STR.PC1.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.85 | 0.15
-STR.PC1.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.007,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.85 | 0.15
-STR.PC1.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.85 | 0.15
-STR.PC1.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.85 | 0.15
-STR.PC2.L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.85 | 0.15
-STR.PC2.L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.85 | 0.15
-STR.PC2.L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.85 | 0.15
-STR.PC2.L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.85 | 0.15
-STR.PC2.M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0053,0.4,,lognormal,0.016,0.4,,lognormal,0.0467,0.4,0.87 | 0.13
-STR.PC2.M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0046,0.4,,lognormal,0.0125,0.4,,lognormal,0.035,0.4,0.87 | 0.13
-STR.PC2.M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0292,0.4,0.87 | 0.13
-STR.PC2.M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0034,0.4,,lognormal,0.0086,0.4,,lognormal,0.0233,0.4,0.87 | 0.13
-STR.PC2.H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.035,0.4,0.9 | 0.1
-STR.PC2.H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0035,0.4,,lognormal,0.0094,0.4,,lognormal,0.0263,0.4,0.9 | 0.1
-STR.PC2.H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0219,0.4,0.9 | 0.1
-STR.PC2.H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0026,0.4,,lognormal,0.0064,0.4,,lognormal,0.0175,0.4,0.9 | 0.1
-STR.RM1.L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.87 | 0.13
-STR.RM1.L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.87 | 0.13
-STR.RM1.L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.87 | 0.13
-STR.RM1.L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.87 | 0.13
-STR.RM1.M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0053,0.4,,lognormal,0.016,0.4,,lognormal,0.0467,0.4,0.9 | 0.1
-STR.RM1.M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0046,0.4,,lognormal,0.0125,0.4,,lognormal,0.035,0.4,0.9 | 0.1
-STR.RM1.M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0292,0.4,0.9 | 0.1
-STR.RM1.M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0034,0.4,,lognormal,0.0086,0.4,,lognormal,0.0233,0.4,0.9 | 0.1
-STR.RM2.L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.87 | 0.13
-STR.RM2.L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.87 | 0.13
-STR.RM2.L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.87 | 0.13
-STR.RM2.L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.87 | 0.13
-STR.RM2.M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0053,0.4,,lognormal,0.016,0.4,,lognormal,0.0467,0.4,0.9 | 0.1
-STR.RM2.M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0046,0.4,,lognormal,0.0125,0.4,,lognormal,0.035,0.4,0.9 | 0.1
-STR.RM2.M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0292,0.4,0.9 | 0.1
-STR.RM2.M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0034,0.4,,lognormal,0.0086,0.4,,lognormal,0.0233,0.4,0.9 | 0.1
-STR.RM2.H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.035,0.4,0.95 | 0.05
-STR.RM2.H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0035,0.4,,lognormal,0.0094,0.4,,lognormal,0.0263,0.4,0.95 | 0.05
-STR.RM2.H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0219,0.4,0.95 | 0.05
-STR.RM2.H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0026,0.4,,lognormal,0.0064,0.4,,lognormal,0.0175,0.4,0.95 | 0.05
-STR.URM.L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.006,0.4,,lognormal,0.015,0.4,,lognormal,0.035,0.4,0.85 | 0.15
-STR.URM.L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0024,0.4,,lognormal,0.0048,0.4,,lognormal,0.012,0.4,,lognormal,0.028,0.4,0.85 | 0.15
-STR.URM.M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.0233,0.4,0.85 | 0.15
-STR.URM.M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0187,0.4,0.85 | 0.15
-STR.MH.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03
-STR.MH.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03
-STR.MH.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03
-STR.MH.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0064,0.4,,lognormal,0.0192,0.4,,lognormal,0.056,0.4,0.97 | 0.03
-NSD,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.5,,lognormal,0.008,0.5,,lognormal,0.025,0.5,,lognormal,0.05,0.5,
-NSA.HC,0,Peak Floor Acceleration,g,0,0,lognormal,0.3,0.6,,lognormal,0.6,0.6,,lognormal,1.2,0.6,,lognormal,2.4,0.6,
-NSA.MC,0,Peak Floor Acceleration,g,0,0,lognormal,0.25,0.6,,lognormal,0.5,0.6,,lognormal,1.0,0.6,,lognormal,2.0,0.6,
-NSA.LC,0,Peak Floor Acceleration,g,0,0,lognormal,0.2,0.6,,lognormal,0.4,0.6,,lognormal,0.8,0.6,,lognormal,1.6,0.6,
-NSA.PC,0,Peak Floor Acceleration,g,0,0,lognormal,0.2,0.6,,lognormal,0.4,0.6,,lognormal,0.8,0.6,,lognormal,1.6,0.6,
-LF.W1.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.26,0.4,,lognormal,0.55,0.4,,lognormal,1.28,0.4,,lognormal,2.01,0.4,0.97 | 0.03
-LF.W1.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.4,,lognormal,0.43,0.4,,lognormal,0.91,0.4,,lognormal,1.34,0.4,0.97 | 0.03
-LF.W1.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.4,,lognormal,0.34,0.4,,lognormal,0.61,0.4,,lognormal,0.95,0.4,0.97 | 0.03
-LF.W1.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.4,,lognormal,0.29,0.4,,lognormal,0.51,0.4,,lognormal,0.77,0.4,0.97 | 0.03
-LF.W2.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.26,0.4,,lognormal,0.56,0.4,,lognormal,1.15,0.4,,lognormal,2.08,0.4,0.97 | 0.03
-LF.W2.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.4,,lognormal,0.35,0.4,,lognormal,0.64,0.4,,lognormal,1.13,0.4,0.97 | 0.03
-LF.W2.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.4,,lognormal,0.23,0.4,,lognormal,0.48,0.4,,lognormal,0.75,0.4,0.97 | 0.03
-LF.W2.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.19,0.4,,lognormal,0.37,0.4,,lognormal,0.6,0.4,0.97 | 0.03
-LF.S1.L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.19,0.4,,lognormal,0.31,0.4,,lognormal,0.64,0.4,,lognormal,1.49,0.4,0.92 | 0.08
-LF.S1.L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.4,,lognormal,0.22,0.4,,lognormal,0.42,0.4,,lognormal,0.8,0.4,0.92 | 0.08
-LF.S1.L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.17,0.4,,lognormal,0.3,0.4,,lognormal,0.48,0.4,0.92 | 0.08
-LF.S1.L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.4,,lognormal,0.13,0.4,,lognormal,0.22,0.4,,lognormal,0.38,0.4,0.92 | 0.08
-LF.S1.M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.4,,lognormal,0.26,0.4,,lognormal,0.62,0.4,,lognormal,1.43,0.4,0.95 | 0.05
-LF.S1.M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.4,,lognormal,0.21,0.4,,lognormal,0.44,0.4,,lognormal,0.82,0.4,0.95 | 0.05
-LF.S1.M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.18,0.4,,lognormal,0.29,0.4,,lognormal,0.49,0.4,0.95 | 0.05
-LF.S1.M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.4,,lognormal,0.14,0.4,,lognormal,0.23,0.4,,lognormal,0.39,0.4,0.95 | 0.05
-LF.S1.H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.4,,lognormal,0.21,0.4,,lognormal,0.52,0.4,,lognormal,1.31,0.4,0.97 | 0.03
-LF.S1.H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.4,,lognormal,0.18,0.4,,lognormal,0.39,0.4,,lognormal,0.78,0.4,0.97 | 0.03
-LF.S1.H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.4,,lognormal,0.15,0.4,,lognormal,0.28,0.4,,lognormal,0.48,0.4,0.97 | 0.03
-LF.S1.H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.4,,lognormal,0.12,0.4,,lognormal,0.22,0.4,,lognormal,0.38,0.4,0.97 | 0.03
-LF.S2.L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.4,,lognormal,0.41,0.4,,lognormal,0.76,0.4,,lognormal,1.46,0.4,0.92 | 0.08
-LF.S2.L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.4,,lognormal,0.26,0.4,,lognormal,0.46,0.4,,lognormal,0.84,0.4,0.92 | 0.08
-LF.S2.L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.4,,lognormal,0.17,0.4,,lognormal,0.3,0.4,,lognormal,0.5,0.4,0.92 | 0.08
-LF.S2.L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.14,0.4,,lognormal,0.23,0.4,,lognormal,0.39,0.4,0.92 | 0.08
-LF.S2.M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.4,,lognormal,0.27,0.4,,lognormal,0.73,0.4,,lognormal,1.62,0.4,0.95 | 0.05
-LF.S2.M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.4,,lognormal,0.22,0.4,,lognormal,0.53,0.4,,lognormal,0.97,0.4,0.95 | 0.05
-LF.S2.M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.18,0.4,,lognormal,0.35,0.4,,lognormal,0.58,0.4,0.95 | 0.05
-LF.S2.M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.4,,lognormal,0.14,0.4,,lognormal,0.28,0.4,,lognormal,0.47,0.4,0.95 | 0.05
-LF.S2.H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.22,0.4,,lognormal,0.65,0.4,,lognormal,1.6,0.4,0.97 | 0.03
-LF.S2.H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.19,0.4,,lognormal,0.49,0.4,,lognormal,1.02,0.4,0.97 | 0.03
-LF.S2.H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.17,0.4,,lognormal,0.36,0.4,,lognormal,0.63,0.4,0.97 | 0.03
-LF.S2.H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.4,,lognormal,0.13,0.4,,lognormal,0.29,0.4,,lognormal,0.5,0.4,0.97 | 0.03
-LF.S3.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.4,,lognormal,0.26,0.4,,lognormal,0.54,0.4,,lognormal,1.0,0.4,0.97 | 0.03
-LF.S3.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.4,,lognormal,0.19,0.4,,lognormal,0.33,0.4,,lognormal,0.6,0.4,0.97 | 0.03
-LF.S3.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.4,,lognormal,0.13,0.4,,lognormal,0.2,0.4,,lognormal,0.38,0.4,0.97 | 0.03
-LF.S3.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.4,,lognormal,0.1,0.4,,lognormal,0.16,0.4,,lognormal,0.3,0.4,0.97 | 0.03
-LF.S4.L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.4,,lognormal,0.39,0.4,,lognormal,0.71,0.4,,lognormal,1.33,0.4,0.92 | 0.08
-LF.S4.L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.19,0.4,,lognormal,0.26,0.4,,lognormal,0.41,0.4,,lognormal,0.78,0.4,0.92 | 0.08
-LF.S4.L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.4,,lognormal,0.16,0.4,,lognormal,0.26,0.4,,lognormal,0.46,0.4,0.92 | 0.08
-LF.S4.L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.4,,lognormal,0.13,0.4,,lognormal,0.2,0.4,,lognormal,0.36,0.4,0.92 | 0.08
-LF.S4.M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.16,0.4,,lognormal,0.28,0.4,,lognormal,0.73,0.4,,lognormal,1.56,0.4,0.95 | 0.05
-LF.S4.M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.4,,lognormal,0.22,0.4,,lognormal,0.51,0.4,,lognormal,0.92,0.4,0.95 | 0.05
-LF.S4.M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.17,0.4,,lognormal,0.31,0.4,,lognormal,0.54,0.4,0.95 | 0.05
-LF.S4.M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.4,,lognormal,0.13,0.4,,lognormal,0.25,0.4,,lognormal,0.43,0.4,0.95 | 0.05
-LF.S4.H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.4,,lognormal,0.25,0.4,,lognormal,0.69,0.4,,lognormal,1.63,0.4,0.97 | 0.03
-LF.S4.H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.21,0.4,,lognormal,0.51,0.4,,lognormal,0.97,0.4,0.97 | 0.03
-LF.S4.H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.17,0.4,,lognormal,0.33,0.4,,lognormal,0.59,0.4,0.97 | 0.03
-LF.S4.H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.4,,lognormal,0.14,0.4,,lognormal,0.27,0.4,,lognormal,0.47,0.4,0.97 | 0.03
-LF.S5.L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.4,,lognormal,0.17,0.4,,lognormal,0.28,0.4,,lognormal,0.45,0.4,0.92 | 0.08
-LF.S5.L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.14,0.4,,lognormal,0.22,0.4,,lognormal,0.37,0.4,0.92 | 0.08
-LF.S5.M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.18,0.4,,lognormal,0.34,0.4,,lognormal,0.53,0.4,0.95 | 0.05
-LF.S5.M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.4,,lognormal,0.14,0.4,,lognormal,0.28,0.4,,lognormal,0.43,0.4,0.95 | 0.05
-LF.S5.H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.4,,lognormal,0.18,0.4,,lognormal,0.35,0.4,,lognormal,0.58,0.4,0.97 | 0.03
-LF.S5.H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.4,,lognormal,0.14,0.4,,lognormal,0.29,0.4,,lognormal,0.46,0.4,0.97 | 0.03
-LF.C1.L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.21,0.4,,lognormal,0.35,0.4,,lognormal,0.7,0.4,,lognormal,1.37,0.4,0.87 | 0.13
-LF.C1.L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.16,0.4,,lognormal,0.23,0.4,,lognormal,0.41,0.4,,lognormal,0.77,0.4,0.87 | 0.13
-LF.C1.L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.15,0.4,,lognormal,0.27,0.4,,lognormal,0.45,0.4,0.87 | 0.13
-LF.C1.L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.4,,lognormal,0.12,0.4,,lognormal,0.21,0.4,,lognormal,0.36,0.4,0.87 | 0.13
-LF.C1.M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.4,,lognormal,0.27,0.4,,lognormal,0.73,0.4,,lognormal,1.61,0.4,0.9 | 0.1
-LF.C1.M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.4,,lognormal,0.21,0.4,,lognormal,0.49,0.4,,lognormal,0.89,0.4,0.9 | 0.1
-LF.C1.M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.17,0.4,,lognormal,0.32,0.4,,lognormal,0.54,0.4,0.9 | 0.1
-LF.C1.M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.4,,lognormal,0.13,0.4,,lognormal,0.26,0.4,,lognormal,0.43,0.4,0.9 | 0.1
-LF.C1.H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.22,0.4,,lognormal,0.62,0.4,,lognormal,1.35,0.4,0.95 | 0.05
-LF.C1.H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.18,0.4,,lognormal,0.41,0.4,,lognormal,0.74,0.4,0.95 | 0.05
-LF.C1.H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.4,,lognormal,0.15,0.4,,lognormal,0.27,0.4,,lognormal,0.44,0.4,0.95 | 0.05
-LF.C1.H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.4,,lognormal,0.12,0.4,,lognormal,0.21,0.4,,lognormal,0.35,0.4,0.95 | 0.05
-LF.C2.L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.4,,lognormal,0.45,0.4,,lognormal,0.9,0.4,,lognormal,1.55,0.4,0.87 | 0.13
-LF.C2.L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.4,,lognormal,0.3,0.4,,lognormal,0.49,0.4,,lognormal,0.87,0.4,0.87 | 0.13
-LF.C2.L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.4,,lognormal,0.19,0.4,,lognormal,0.3,0.4,,lognormal,0.52,0.4,0.87 | 0.13
-LF.C2.L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.15,0.4,,lognormal,0.24,0.4,,lognormal,0.42,0.4,0.87 | 0.13
-LF.C2.M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.17,0.4,,lognormal,0.36,0.4,,lognormal,0.87,0.4,,lognormal,1.95,0.4,0.9 | 0.1
-LF.C2.M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.4,,lognormal,0.26,0.4,,lognormal,0.55,0.4,,lognormal,1.02,0.4,0.9 | 0.1
-LF.C2.M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.19,0.4,,lognormal,0.38,0.4,,lognormal,0.63,0.4,0.9 | 0.1
-LF.C2.M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.4,,lognormal,0.15,0.4,,lognormal,0.3,0.4,,lognormal,0.5,0.4,0.9 | 0.1
-LF.C2.H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.29,0.4,,lognormal,0.82,0.4,,lognormal,1.87,0.4,0.95 | 0.05
-LF.C2.H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.23,0.4,,lognormal,0.57,0.4,,lognormal,1.07,0.4,0.95 | 0.05
-LF.C2.H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.19,0.4,,lognormal,0.38,0.4,,lognormal,0.65,0.4,0.95 | 0.05
-LF.C2.H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.4,,lognormal,0.15,0.4,,lognormal,0.31,0.4,,lognormal,0.52,0.4,0.95 | 0.05
-LF.C3.L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.17,0.4,,lognormal,0.26,0.4,,lognormal,0.44,0.4,0.85 | 0.15
-LF.C3.L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.4,,lognormal,0.14,0.4,,lognormal,0.21,0.4,,lognormal,0.35,0.4,0.85 | 0.15
-LF.C3.M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.17,0.4,,lognormal,0.32,0.4,,lognormal,0.51,0.4,0.87 | 0.13
-LF.C3.M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.4,,lognormal,0.14,0.4,,lognormal,0.25,0.4,,lognormal,0.41,0.4,0.87 | 0.13
-LF.C3.H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.4,,lognormal,0.16,0.4,,lognormal,0.33,0.4,,lognormal,0.53,0.4,0.9 | 0.1
-LF.C3.H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.4,,lognormal,0.13,0.4,,lognormal,0.27,0.4,,lognormal,0.43,0.4,0.9 | 0.1
-LF.PC1.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.4,,lognormal,0.35,0.4,,lognormal,0.72,0.4,,lognormal,1.25,0.4,0.85 | 0.15
-LF.PC1.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.4,,lognormal,0.24,0.4,,lognormal,0.44,0.4,,lognormal,0.71,0.4,0.85 | 0.15
-LF.PC1.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.4,,lognormal,0.17,0.4,,lognormal,0.25,0.4,,lognormal,0.45,0.4,0.85 | 0.15
-LF.PC1.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.14,0.4,,lognormal,0.21,0.4,,lognormal,0.35,0.4,0.85 | 0.15
-LF.PC2.L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.4,,lognormal,0.36,0.4,,lognormal,0.69,0.4,,lognormal,1.23,0.4,0.85 | 0.15
-LF.PC2.L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.4,,lognormal,0.25,0.4,,lognormal,0.4,0.4,,lognormal,0.74,0.4,0.85 | 0.15
-LF.PC2.L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.4,,lognormal,0.15,0.4,,lognormal,0.24,0.4,,lognormal,0.44,0.4,0.85 | 0.15
-LF.PC2.L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.4,,lognormal,0.13,0.4,,lognormal,0.19,0.4,,lognormal,0.35,0.4,0.85 | 0.15
-LF.PC2.M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.17,0.4,,lognormal,0.29,0.4,,lognormal,0.67,0.4,,lognormal,1.51,0.4,0.87 | 0.13
-LF.PC2.M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.4,,lognormal,0.21,0.4,,lognormal,0.45,0.4,,lognormal,0.86,0.4,0.87 | 0.13
-LF.PC2.M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.16,0.4,,lognormal,0.31,0.4,,lognormal,0.52,0.4,0.87 | 0.13
-LF.PC2.M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.4,,lognormal,0.13,0.4,,lognormal,0.24,0.4,,lognormal,0.42,0.4,0.87 | 0.13
-LF.PC2.H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.23,0.4,,lognormal,0.63,0.4,,lognormal,1.49,0.4,0.9 | 0.1
-LF.PC2.H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.19,0.4,,lognormal,0.46,0.4,,lognormal,0.9,0.4,0.9 | 0.1
-LF.PC2.H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.16,0.4,,lognormal,0.31,0.4,,lognormal,0.55,0.4,0.9 | 0.1
-LF.PC2.H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.4,,lognormal,0.13,0.4,,lognormal,0.25,0.4,,lognormal,0.43,0.4,0.9 | 0.1
-LF.RM1.L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.3,0.4,,lognormal,0.46,0.4,,lognormal,0.93,0.4,,lognormal,1.57,0.4,0.87 | 0.13
-LF.RM1.L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.22,0.4,,lognormal,0.3,0.4,,lognormal,0.5,0.4,,lognormal,0.85,0.4,0.87 | 0.13
-LF.RM1.L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.16,0.4,,lognormal,0.2,0.4,,lognormal,0.29,0.4,,lognormal,0.54,0.4,0.87 | 0.13
-LF.RM1.L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.4,,lognormal,0.16,0.4,,lognormal,0.24,0.4,,lognormal,0.43,0.4,0.87 | 0.13
-LF.RM1.M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.4,,lognormal,0.37,0.4,,lognormal,0.81,0.4,,lognormal,1.9,0.4,0.9 | 0.1
-LF.RM1.M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.4,,lognormal,0.26,0.4,,lognormal,0.51,0.4,,lognormal,1.03,0.4,0.9 | 0.1
-LF.RM1.M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.4,,lognormal,0.19,0.4,,lognormal,0.35,0.4,,lognormal,0.63,0.4,0.9 | 0.1
-LF.RM1.M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.15,0.4,,lognormal,0.28,0.4,,lognormal,0.5,0.4,0.9 | 0.1
-LF.RM2.L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.26,0.4,,lognormal,0.42,0.4,,lognormal,0.87,0.4,,lognormal,1.49,0.4,0.87 | 0.13
-LF.RM2.L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.4,,lognormal,0.28,0.4,,lognormal,0.47,0.4,,lognormal,0.81,0.4,0.87 | 0.13
-LF.RM2.L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.4,,lognormal,0.18,0.4,,lognormal,0.28,0.4,,lognormal,0.51,0.4,0.87 | 0.13
-LF.RM2.L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.15,0.4,,lognormal,0.22,0.4,,lognormal,0.41,0.4,0.87 | 0.13
-LF.RM2.M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.17,0.4,,lognormal,0.33,0.4,,lognormal,0.75,0.4,,lognormal,1.83,0.4,0.9 | 0.1
-LF.RM2.M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.16,0.4,,lognormal,0.23,0.4,,lognormal,0.48,0.4,,lognormal,0.99,0.4,0.9 | 0.1
-LF.RM2.M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.17,0.4,,lognormal,0.34,0.4,,lognormal,0.6,0.4,0.9 | 0.1
-LF.RM2.M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.4,,lognormal,0.14,0.4,,lognormal,0.26,0.4,,lognormal,0.47,0.4,0.9 | 0.1
-LF.RM2.H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.24,0.4,,lognormal,0.67,0.4,,lognormal,1.78,0.4,0.95 | 0.05
-LF.RM2.H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.4,,lognormal,0.2,0.4,,lognormal,0.48,0.4,,lognormal,1.01,0.4,0.95 | 0.05
-LF.RM2.H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.17,0.4,,lognormal,0.35,0.4,,lognormal,0.62,0.4,0.95 | 0.05
-LF.RM2.H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.4,,lognormal,0.13,0.4,,lognormal,0.27,0.4,,lognormal,0.5,0.4,0.95 | 0.05
-LF.URM.L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.4,,lognormal,0.2,0.4,,lognormal,0.32,0.4,,lognormal,0.46,0.4,0.85 | 0.15
-LF.URM.L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.4,,lognormal,0.17,0.4,,lognormal,0.26,0.4,,lognormal,0.37,0.4,0.85 | 0.15
-LF.URM.M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.4,,lognormal,0.16,0.4,,lognormal,0.27,0.4,,lognormal,0.46,0.4,0.85 | 0.15
-LF.URM.M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.4,,lognormal,0.13,0.4,,lognormal,0.21,0.4,,lognormal,0.38,0.4,0.85 | 0.15
-LF.MH.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.18,0.4,,lognormal,0.31,0.4,,lognormal,0.6,0.4,0.97 | 0.03
-LF.MH.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.18,0.4,,lognormal,0.31,0.4,,lognormal,0.6,0.4,0.97 | 0.03
-LF.MH.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.4,,lognormal,0.18,0.4,,lognormal,0.31,0.4,,lognormal,0.6,0.4,0.97 | 0.03
-LF.MH.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.4,,lognormal,0.11,0.4,,lognormal,0.18,0.4,,lognormal,0.34,0.4,0.97 | 0.03
-GF.H.S,0,Permanent Ground Deformation,inch,0,0,lognormal,60.0,1.256,0.8 | 0.2,,,,,,,,,,,,
-GF.H.D,0,Permanent Ground Deformation,inch,0,0,lognormal,184.0,1.659,0.8 | 0.2,,,,,,,,,,,,
-GF.V.S,0,Permanent Ground Deformation,inch,0,0,lognormal,10.0,1.256,0.8 | 0.2,,,,,,,,,,,,
-GF.V.D,0,Permanent Ground Deformation,inch,0,0,lognormal,486.0,2.362,0.8 | 0.2,,,,,,,,,,,,
diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_bldg.json b/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_bldg.json
deleted file mode 100644
index c92fd79c6..000000000
--- a/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_bldg.json
+++ /dev/null
@@ -1,8191 +0,0 @@
-{
-  "_GeneralInformation": {
-    "ShortName": "Hazus Earthquake Methodology - Buildings",
-    "Description": "The models in this dataset are based on version 5.1 of the Hazus Earthquake Model Technical Manual",
-    "Version": "1.0",
-    "ComponentGroups": {
-      "GF - Geotechnical Failure": [
-        "GF.H - Horizontal Spreading",
-        "GF.V - Vertical Settlement"
-      ],
-      "LF - Lifeline Facilities": [
-        "LF.W1 - Wood, Light Frame",
-        "LF.W2 - Wood, Commercial & Industrial",
-        "LF.S1 - Steel Moment Frame",
-        "LF.S2 - Steel Braced Frame",
-        "LF.S3 - Steel Light Frame",
-        "LF.S4 - Steel Frame with Cast-in-Place Concrete Shear Walls",
-        "LF.S5 - Steel Frame with Unreinforced Masonry Infill Walls",
-        "LF.C1 - Concrete Moment Frame",
-        "LF.C2 - Concrete Shear Walls",
-        "LF.C3 - Concrete Frame with Unreinforced Masonry Infill Walls",
-        "LF.PC1 - Precast Concrete Tilt-Up Walls",
-        "LF.PC2 - Precast Concrete Frames with Concrete Shear Walls",
-        "LF.RM1 - Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms",
-        "LF.RM2 - Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms",
-        "LF.URM - Unreinforced Masonry Bearing Walls",
-        "LF.MH - Mobile Homes"
-      ],
-      "NSA - Non-Structural Acceleration-Sensitive": [],
-      "NSD - Non-Structural Drift-Sensitive": [],
-      "STR - Structural": [
-        "STR.W1 - Wood, Light Frame",
-        "STR.W2 - Wood, Commercial & Industrial",
-        "STR.S1 - Steel Moment Frame",
-        "STR.S2 - Steel Braced Frame",
-        "STR.S3 - Steel Light Frame",
-        "STR.S4 - Steel Frame with Cast-in-Place Concrete Shear Walls",
-        "STR.S5 - Steel Frame with Unreinforced Masonry Infill Walls",
-        "STR.C1 - Concrete Moment Frame",
-        "STR.C2 - Concrete Shear Walls",
-        "STR.C3 - Concrete Frame with Unreinforced Masonry Infill Walls",
-        "STR.PC1 - Precast Concrete Tilt-Up Walls",
-        "STR.PC2 - Precast Concrete Frames with Concrete Shear Walls",
-        "STR.RM1 - Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms",
-        "STR.RM2 - Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms",
-        "STR.URM - Unreinforced Masonry Bearing Walls",
-        "STR.MH - Mobile Homes"
-      ]
-    }
-  },
-  "STR.W1.HC": {
-    "Description": "Structural, Wood, Light Frame, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are typically single-family or small, multi-family dwellings of not more than 5,000 square feet of floor area and 1-2 stories. The essential structural feature of these buildings is repetitive framing by wood rafters or joists on wood stud walls. Loads are light and spans are small. These buildings may have relatively heavy masonry chimneys and may be partially or fully covered with masonry veneer. Most of these buildings, especially the single-family residences, are not engineered but constructed in accordance with \u201cconventional construction\u201d provisions of building codes. Hence, they usually have the components of a lateral-force-resisting system even though it may be incomplete. Lateral loads are transferred by diaphragms to shear walls. The diaphragms are roof panels and floors that may be sheathed with sawn lumber, plywood or fiberboard sheathing. Shear walls are sheathed with boards, stucco, plaster, plywood, gypsum board, particle board, or fiberboard, or interior partition walls sheathed with plaster or gypsum board.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small plaster or gypsum-board cracks at corners of door and window openings and wall-ceiling intersections; small cracks in masonry chimneys and masonry veneer."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Large plaster or gypsum-board cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by small cracks in stucco and gypsum wall panels; large cracks in brick chimneys; toppling of tall masonry chimneys."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels or large cracks at plywood joints; permanent lateral movement of floors and roof; toppling of most brick chimneys; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201croom-over-garage\u201d or other \u201csoft-story\u201d configurations; small foundations cracks."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse, or be in imminent danger of collapse due to cripple wall failure or the failure of the lateral load-resisting system; some structures may slip and fall off the foundations; large foundation cracks."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.W1.MC": {
-    "Description": "Structural, Wood, Light Frame, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are typically single-family or small, multi-family dwellings of not more than 5,000 square feet of floor area and 1-2 stories. The essential structural feature of these buildings is repetitive framing by wood rafters or joists on wood stud walls. Loads are light and spans are small. These buildings may have relatively heavy masonry chimneys and may be partially or fully covered with masonry veneer. Most of these buildings, especially the single-family residences, are not engineered but constructed in accordance with \u201cconventional construction\u201d provisions of building codes. Hence, they usually have the components of a lateral-force-resisting system even though it may be incomplete. Lateral loads are transferred by diaphragms to shear walls. The diaphragms are roof panels and floors that may be sheathed with sawn lumber, plywood or fiberboard sheathing. Shear walls are sheathed with boards, stucco, plaster, plywood, gypsum board, particle board, or fiberboard, or interior partition walls sheathed with plaster or gypsum board.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small plaster or gypsum-board cracks at corners of door and window openings and wall-ceiling intersections; small cracks in masonry chimneys and masonry veneer."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Large plaster or gypsum-board cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by small cracks in stucco and gypsum wall panels; large cracks in brick chimneys; toppling of tall masonry chimneys."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels or large cracks at plywood joints; permanent lateral movement of floors and roof; toppling of most brick chimneys; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201croom-over-garage\u201d or other \u201csoft-story\u201d configurations; small foundations cracks."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse, or be in imminent danger of collapse due to cripple wall failure or the failure of the lateral load-resisting system; some structures may slip and fall off the foundations; large foundation cracks."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.W1.LC": {
-    "Description": "Structural, Wood, Light Frame, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are typically single-family or small, multi-family dwellings of not more than 5,000 square feet of floor area and 1-2 stories. The essential structural feature of these buildings is repetitive framing by wood rafters or joists on wood stud walls. Loads are light and spans are small. These buildings may have relatively heavy masonry chimneys and may be partially or fully covered with masonry veneer. Most of these buildings, especially the single-family residences, are not engineered but constructed in accordance with \u201cconventional construction\u201d provisions of building codes. Hence, they usually have the components of a lateral-force-resisting system even though it may be incomplete. Lateral loads are transferred by diaphragms to shear walls. The diaphragms are roof panels and floors that may be sheathed with sawn lumber, plywood or fiberboard sheathing. Shear walls are sheathed with boards, stucco, plaster, plywood, gypsum board, particle board, or fiberboard, or interior partition walls sheathed with plaster or gypsum board.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small plaster or gypsum-board cracks at corners of door and window openings and wall-ceiling intersections; small cracks in masonry chimneys and masonry veneer."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Large plaster or gypsum-board cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by small cracks in stucco and gypsum wall panels; large cracks in brick chimneys; toppling of tall masonry chimneys."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels or large cracks at plywood joints; permanent lateral movement of floors and roof; toppling of most brick chimneys; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201croom-over-garage\u201d or other \u201csoft-story\u201d configurations; small foundations cracks."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse, or be in imminent danger of collapse due to cripple wall failure or the failure of the lateral load-resisting system; some structures may slip and fall off the foundations; large foundation cracks."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.W1.PC": {
-    "Description": "Structural, Wood, Light Frame, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are typically single-family or small, multi-family dwellings of not more than 5,000 square feet of floor area and 1-2 stories. The essential structural feature of these buildings is repetitive framing by wood rafters or joists on wood stud walls. Loads are light and spans are small. These buildings may have relatively heavy masonry chimneys and may be partially or fully covered with masonry veneer. Most of these buildings, especially the single-family residences, are not engineered but constructed in accordance with \u201cconventional construction\u201d provisions of building codes. Hence, they usually have the components of a lateral-force-resisting system even though it may be incomplete. Lateral loads are transferred by diaphragms to shear walls. The diaphragms are roof panels and floors that may be sheathed with sawn lumber, plywood or fiberboard sheathing. Shear walls are sheathed with boards, stucco, plaster, plywood, gypsum board, particle board, or fiberboard, or interior partition walls sheathed with plaster or gypsum board.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small plaster or gypsum-board cracks at corners of door and window openings and wall-ceiling intersections; small cracks in masonry chimneys and masonry veneer."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Large plaster or gypsum-board cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by small cracks in stucco and gypsum wall panels; large cracks in brick chimneys; toppling of tall masonry chimneys."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels or large cracks at plywood joints; permanent lateral movement of floors and roof; toppling of most brick chimneys; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201croom-over-garage\u201d or other \u201csoft-story\u201d configurations; small foundations cracks."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse, or be in imminent danger of collapse due to cripple wall failure or the failure of the lateral load-resisting system; some structures may slip and fall off the foundations; large foundation cracks."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.W2.HC": {
-    "Description": "Structural, Wood, Greater than 5,000 Sq. Ft., High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are typically commercial or industrial buildings, or multi-family residential buildings with a floor area greater than 5,000 square feet. These buildings include structural systems framed by beams or major horizontally spanning members over columns. These horizontal members may be glue- laminated (glu-lam) wood, solid-sawn wood beams, or wood trusses, or steel beams or trusses. Lateral loads usually are resisted by wood diaphragms and exterior walls sheathed with plywood, stucco, plaster, or other paneling. The walls may have diagonal rod bracing. Large openings for stores and garages often require post-and-beam framing. Lateral load resistance on those lines may be achieved with steel rigid frames (moment frames) or diagonal bracing.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small cracks at corners of door and window openings and wall-ceiling intersections; small cracks on stucco and plaster walls. Some slippage may be observed at bolted connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Larger cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by cracks in stucco and gypsum wall panels; minor slack (less than 1/8-inch extension) in diagonal rod bracing requiring re-tightening; minor lateral offset at store fronts and other large openings; small cracks or wood splitting may be observed at bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels; large slack in diagonal rod braces and/or broken braces; permanent lateral movement of floors and roof; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201csoft-story\u201d configurations; bolt slippage and wood splitting at bolted connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse or be in imminent danger of collapse due to failed shear walls, broken brace rods or failed framing connections; it may fall off its foundations; large cracks in the foundations. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.W2.MC": {
-    "Description": "Structural, Wood, Greater than 5,000 Sq. Ft., Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are typically commercial or industrial buildings, or multi-family residential buildings with a floor area greater than 5,000 square feet. These buildings include structural systems framed by beams or major horizontally spanning members over columns. These horizontal members may be glue- laminated (glu-lam) wood, solid-sawn wood beams, or wood trusses, or steel beams or trusses. Lateral loads usually are resisted by wood diaphragms and exterior walls sheathed with plywood, stucco, plaster, or other paneling. The walls may have diagonal rod bracing. Large openings for stores and garages often require post-and-beam framing. Lateral load resistance on those lines may be achieved with steel rigid frames (moment frames) or diagonal bracing.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small cracks at corners of door and window openings and wall-ceiling intersections; small cracks on stucco and plaster walls. Some slippage may be observed at bolted connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Larger cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by cracks in stucco and gypsum wall panels; minor slack (less than 1/8-inch extension) in diagonal rod bracing requiring re-tightening; minor lateral offset at store fronts and other large openings; small cracks or wood splitting may be observed at bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels; large slack in diagonal rod braces and/or broken braces; permanent lateral movement of floors and roof; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201csoft-story\u201d configurations; bolt slippage and wood splitting at bolted connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse or be in imminent danger of collapse due to failed shear walls, broken brace rods or failed framing connections; it may fall off its foundations; large cracks in the foundations. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.W2.LC": {
-    "Description": "Structural, Wood, Greater than 5,000 Sq. Ft., Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are typically commercial or industrial buildings, or multi-family residential buildings with a floor area greater than 5,000 square feet. These buildings include structural systems framed by beams or major horizontally spanning members over columns. These horizontal members may be glue- laminated (glu-lam) wood, solid-sawn wood beams, or wood trusses, or steel beams or trusses. Lateral loads usually are resisted by wood diaphragms and exterior walls sheathed with plywood, stucco, plaster, or other paneling. The walls may have diagonal rod bracing. Large openings for stores and garages often require post-and-beam framing. Lateral load resistance on those lines may be achieved with steel rigid frames (moment frames) or diagonal bracing.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small cracks at corners of door and window openings and wall-ceiling intersections; small cracks on stucco and plaster walls. Some slippage may be observed at bolted connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Larger cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by cracks in stucco and gypsum wall panels; minor slack (less than 1/8-inch extension) in diagonal rod bracing requiring re-tightening; minor lateral offset at store fronts and other large openings; small cracks or wood splitting may be observed at bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels; large slack in diagonal rod braces and/or broken braces; permanent lateral movement of floors and roof; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201csoft-story\u201d configurations; bolt slippage and wood splitting at bolted connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse or be in imminent danger of collapse due to failed shear walls, broken brace rods or failed framing connections; it may fall off its foundations; large cracks in the foundations. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.W2.PC": {
-    "Description": "Structural, Wood, Greater than 5,000 Sq. Ft., Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are typically commercial or industrial buildings, or multi-family residential buildings with a floor area greater than 5,000 square feet. These buildings include structural systems framed by beams or major horizontally spanning members over columns. These horizontal members may be glue- laminated (glu-lam) wood, solid-sawn wood beams, or wood trusses, or steel beams or trusses. Lateral loads usually are resisted by wood diaphragms and exterior walls sheathed with plywood, stucco, plaster, or other paneling. The walls may have diagonal rod bracing. Large openings for stores and garages often require post-and-beam framing. Lateral load resistance on those lines may be achieved with steel rigid frames (moment frames) or diagonal bracing.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small cracks at corners of door and window openings and wall-ceiling intersections; small cracks on stucco and plaster walls. Some slippage may be observed at bolted connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Larger cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by cracks in stucco and gypsum wall panels; minor slack (less than 1/8-inch extension) in diagonal rod bracing requiring re-tightening; minor lateral offset at store fronts and other large openings; small cracks or wood splitting may be observed at bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels; large slack in diagonal rod braces and/or broken braces; permanent lateral movement of floors and roof; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201csoft-story\u201d configurations; bolt slippage and wood splitting at bolted connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse or be in imminent danger of collapse due to failed shear walls, broken brace rods or failed framing connections; it may fall off its foundations; large cracks in the foundations. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.L.HC": {
-    "Description": "Structural, Steel Moment Frame, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.L.MC": {
-    "Description": "Structural, Steel Moment Frame, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.L.LC": {
-    "Description": "Structural, Steel Moment Frame, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.L.PC": {
-    "Description": "Structural, Steel Moment Frame, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.M.HC": {
-    "Description": "Structural, Steel Moment Frame, Mid-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.M.MC": {
-    "Description": "Structural, Steel Moment Frame, Mid-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.M.LC": {
-    "Description": "Structural, Steel Moment Frame, Mid-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.M.PC": {
-    "Description": "Structural, Steel Moment Frame, Mid-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.H.HC": {
-    "Description": "Structural, Steel Moment Frame, High-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.H.MC": {
-    "Description": "Structural, Steel Moment Frame, High-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.H.LC": {
-    "Description": "Structural, Steel Moment Frame, High-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.H.PC": {
-    "Description": "Structural, Steel Moment Frame, High-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.L.HC": {
-    "Description": "Structural, Steel Braced Frame, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.L.MC": {
-    "Description": "Structural, Steel Braced Frame, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.L.LC": {
-    "Description": "Structural, Steel Braced Frame, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.L.PC": {
-    "Description": "Structural, Steel Braced Frame, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.M.HC": {
-    "Description": "Structural, Steel Braced Frame, Mid-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.M.MC": {
-    "Description": "Structural, Steel Braced Frame, Mid-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.M.LC": {
-    "Description": "Structural, Steel Braced Frame, Mid-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.M.PC": {
-    "Description": "Structural, Steel Braced Frame, Mid-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.H.HC": {
-    "Description": "Structural, Steel Braced Frame, High-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.H.MC": {
-    "Description": "Structural, Steel Braced Frame, High-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.H.LC": {
-    "Description": "Structural, Steel Braced Frame, High-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.H.PC": {
-    "Description": "Structural, Steel Braced Frame, High-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S3.HC": {
-    "Description": "Structural, Steel Light Frame, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are pre-engineered and prefabricated with transverse rigid frames. The roof and walls consist of lightweight panels, usually corrugated metal. The frames are designed for maximum efficiency, often with tapered beam and column sections built up of light steel plates. The frames are built in segments and assembled in the field with bolted joints. Lateral loads in the transverse direction are resisted by the rigid frames with loads distributed to them by diaphragm elements, typically rod- braced steel roof framing bays. Tension rod bracing typically resists loads in the longitudinal direction.\nThese structures are mostly single-story structures combining rod-braced frames in one direction and moment frames in the other. Due to repetitive nature of the structural systems, the type of damage to structural members is expected to be rather uniform throughout the structure.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel rod braces have yielded, which may be indicated by minor sagging of rod braces. Minor cracking at welded connections or minor deformations at bolted connections of moment frames may be observed."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most steel rod braces have yielded, exhibiting observable significantly sagging rod braces; a few brace connections may be broken. Some weld cracking may be observed in the moment frame connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Significant permanent lateral deformation of the structure due to broken brace rods, stretched anchor bolts, and permanent deformations at moment frame members. Some screw or welded attachments of roof and wall siding to steel framing may be broken. Some purlin and girt connections may be broken."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to broken rod bracing, failed anchor bolts or failed structural members or connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S3.MC": {
-    "Description": "Structural, Steel Light Frame, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are pre-engineered and prefabricated with transverse rigid frames. The roof and walls consist of lightweight panels, usually corrugated metal. The frames are designed for maximum efficiency, often with tapered beam and column sections built up of light steel plates. The frames are built in segments and assembled in the field with bolted joints. Lateral loads in the transverse direction are resisted by the rigid frames with loads distributed to them by diaphragm elements, typically rod- braced steel roof framing bays. Tension rod bracing typically resists loads in the longitudinal direction.\nThese structures are mostly single-story structures combining rod-braced frames in one direction and moment frames in the other. Due to repetitive nature of the structural systems, the type of damage to structural members is expected to be rather uniform throughout the structure.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel rod braces have yielded, which may be indicated by minor sagging of rod braces. Minor cracking at welded connections or minor deformations at bolted connections of moment frames may be observed."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most steel rod braces have yielded, exhibiting observable significantly sagging rod braces; a few brace connections may be broken. Some weld cracking may be observed in the moment frame connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Significant permanent lateral deformation of the structure due to broken brace rods, stretched anchor bolts, and permanent deformations at moment frame members. Some screw or welded attachments of roof and wall siding to steel framing may be broken. Some purlin and girt connections may be broken."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to broken rod bracing, failed anchor bolts or failed structural members or connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S3.LC": {
-    "Description": "Structural, Steel Light Frame, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are pre-engineered and prefabricated with transverse rigid frames. The roof and walls consist of lightweight panels, usually corrugated metal. The frames are designed for maximum efficiency, often with tapered beam and column sections built up of light steel plates. The frames are built in segments and assembled in the field with bolted joints. Lateral loads in the transverse direction are resisted by the rigid frames with loads distributed to them by diaphragm elements, typically rod- braced steel roof framing bays. Tension rod bracing typically resists loads in the longitudinal direction.\nThese structures are mostly single-story structures combining rod-braced frames in one direction and moment frames in the other. Due to repetitive nature of the structural systems, the type of damage to structural members is expected to be rather uniform throughout the structure.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel rod braces have yielded, which may be indicated by minor sagging of rod braces. Minor cracking at welded connections or minor deformations at bolted connections of moment frames may be observed."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most steel rod braces have yielded, exhibiting observable significantly sagging rod braces; a few brace connections may be broken. Some weld cracking may be observed in the moment frame connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Significant permanent lateral deformation of the structure due to broken brace rods, stretched anchor bolts, and permanent deformations at moment frame members. Some screw or welded attachments of roof and wall siding to steel framing may be broken. Some purlin and girt connections may be broken."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to broken rod bracing, failed anchor bolts or failed structural members or connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S3.PC": {
-    "Description": "Structural, Steel Light Frame, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are pre-engineered and prefabricated with transverse rigid frames. The roof and walls consist of lightweight panels, usually corrugated metal. The frames are designed for maximum efficiency, often with tapered beam and column sections built up of light steel plates. The frames are built in segments and assembled in the field with bolted joints. Lateral loads in the transverse direction are resisted by the rigid frames with loads distributed to them by diaphragm elements, typically rod- braced steel roof framing bays. Tension rod bracing typically resists loads in the longitudinal direction.\nThese structures are mostly single-story structures combining rod-braced frames in one direction and moment frames in the other. Due to repetitive nature of the structural systems, the type of damage to structural members is expected to be rather uniform throughout the structure.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel rod braces have yielded, which may be indicated by minor sagging of rod braces. Minor cracking at welded connections or minor deformations at bolted connections of moment frames may be observed."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most steel rod braces have yielded, exhibiting observable significantly sagging rod braces; a few brace connections may be broken. Some weld cracking may be observed in the moment frame connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Significant permanent lateral deformation of the structure due to broken brace rods, stretched anchor bolts, and permanent deformations at moment frame members. Some screw or welded attachments of roof and wall siding to steel framing may be broken. Some purlin and girt connections may be broken."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to broken rod bracing, failed anchor bolts or failed structural members or connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.L.HC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.L.MC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.L.LC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.L.PC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.M.HC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, Mid-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.M.MC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, Mid-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.M.LC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, Mid-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.M.PC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, Mid-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.H.HC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, High-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.H.MC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, High-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.H.LC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, High-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.H.PC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, High-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S5.L.LC": {
-    "Description": "Structural, Steel Frame with Unreinforced Masonry Infill Walls, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: This is one of the older types of buildings. The infill walls usually are offset from the exterior frame members, wrap around them, and present a smooth masonry exterior with no indication of the frame. Solidly infilled masonry panels, when they fully engage the surrounding frame members (i.e., lie in the same plane), may provide stiffness and lateral load resistance to the structure.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the steel frames \u201cbraced\u201d by the infill walls acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the steel frame loses its stability.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may be dislodged and fall; some infill walls may bulge out-of-plane; a few walls may fall off partially or fully; some steel frame connections may have failed. Structure may exhibit permanent lateral deformation or partial collapse due to failure of some critical members."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in danger of imminent collapse due to total failure of many infill walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S5.L.PC": {
-    "Description": "Structural, Steel Frame with Unreinforced Masonry Infill Walls, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: This is one of the older types of buildings. The infill walls usually are offset from the exterior frame members, wrap around them, and present a smooth masonry exterior with no indication of the frame. Solidly infilled masonry panels, when they fully engage the surrounding frame members (i.e., lie in the same plane), may provide stiffness and lateral load resistance to the structure.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the steel frames \u201cbraced\u201d by the infill walls acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the steel frame loses its stability.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may be dislodged and fall; some infill walls may bulge out-of-plane; a few walls may fall off partially or fully; some steel frame connections may have failed. Structure may exhibit permanent lateral deformation or partial collapse due to failure of some critical members."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in danger of imminent collapse due to total failure of many infill walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S5.M.LC": {
-    "Description": "Structural, Steel Frame with Unreinforced Masonry Infill Walls, Mid-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: This is one of the older types of buildings. The infill walls usually are offset from the exterior frame members, wrap around them, and present a smooth masonry exterior with no indication of the frame. Solidly infilled masonry panels, when they fully engage the surrounding frame members (i.e., lie in the same plane), may provide stiffness and lateral load resistance to the structure.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the steel frames \u201cbraced\u201d by the infill walls acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the steel frame loses its stability.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may be dislodged and fall; some infill walls may bulge out-of-plane; a few walls may fall off partially or fully; some steel frame connections may have failed. Structure may exhibit permanent lateral deformation or partial collapse due to failure of some critical members."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in danger of imminent collapse due to total failure of many infill walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S5.M.PC": {
-    "Description": "Structural, Steel Frame with Unreinforced Masonry Infill Walls, Mid-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: This is one of the older types of buildings. The infill walls usually are offset from the exterior frame members, wrap around them, and present a smooth masonry exterior with no indication of the frame. Solidly infilled masonry panels, when they fully engage the surrounding frame members (i.e., lie in the same plane), may provide stiffness and lateral load resistance to the structure.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the steel frames \u201cbraced\u201d by the infill walls acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the steel frame loses its stability.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may be dislodged and fall; some infill walls may bulge out-of-plane; a few walls may fall off partially or fully; some steel frame connections may have failed. Structure may exhibit permanent lateral deformation or partial collapse due to failure of some critical members."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in danger of imminent collapse due to total failure of many infill walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S5.H.LC": {
-    "Description": "Structural, Steel Frame with Unreinforced Masonry Infill Walls, High-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: This is one of the older types of buildings. The infill walls usually are offset from the exterior frame members, wrap around them, and present a smooth masonry exterior with no indication of the frame. Solidly infilled masonry panels, when they fully engage the surrounding frame members (i.e., lie in the same plane), may provide stiffness and lateral load resistance to the structure.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the steel frames \u201cbraced\u201d by the infill walls acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the steel frame loses its stability.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may be dislodged and fall; some infill walls may bulge out-of-plane; a few walls may fall off partially or fully; some steel frame connections may have failed. Structure may exhibit permanent lateral deformation or partial collapse due to failure of some critical members."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in danger of imminent collapse due to total failure of many infill walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S5.H.PC": {
-    "Description": "Structural, Steel Frame with Unreinforced Masonry Infill Walls, High-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: This is one of the older types of buildings. The infill walls usually are offset from the exterior frame members, wrap around them, and present a smooth masonry exterior with no indication of the frame. Solidly infilled masonry panels, when they fully engage the surrounding frame members (i.e., lie in the same plane), may provide stiffness and lateral load resistance to the structure.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the steel frames \u201cbraced\u201d by the infill walls acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the steel frame loses its stability.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may be dislodged and fall; some infill walls may bulge out-of-plane; a few walls may fall off partially or fully; some steel frame connections may have failed. Structure may exhibit permanent lateral deformation or partial collapse due to failure of some critical members."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in danger of imminent collapse due to total failure of many infill walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.L.HC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.L.MC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.L.LC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.L.PC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.M.HC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, Mid-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.M.MC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, Mid-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.M.LC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, Mid-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.M.PC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, Mid-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.H.HC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, High-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.H.MC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, High-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.H.LC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, High-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.H.PC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, High-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.L.HC": {
-    "Description": "Structural, Concrete Shear Walls, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.L.MC": {
-    "Description": "Structural, Concrete Shear Walls, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.L.LC": {
-    "Description": "Structural, Concrete Shear Walls, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.L.PC": {
-    "Description": "Structural, Concrete Shear Walls, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.M.HC": {
-    "Description": "Structural, Concrete Shear Walls, Mid-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.M.MC": {
-    "Description": "Structural, Concrete Shear Walls, Mid-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.M.LC": {
-    "Description": "Structural, Concrete Shear Walls, Mid-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.M.PC": {
-    "Description": "Structural, Concrete Shear Walls, Mid-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.H.HC": {
-    "Description": "Structural, Concrete Shear Walls, High-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.H.MC": {
-    "Description": "Structural, Concrete Shear Walls, High-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.H.LC": {
-    "Description": "Structural, Concrete Shear Walls, High-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.H.PC": {
-    "Description": "Structural, Concrete Shear Walls, High-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C3.L.LC": {
-    "Description": "Structural, Concrete Frame Buildings with Unreinforced Masonry Infill Walls, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel frame buildings with unreinforced masonry infill walls except that the frame is of reinforced concrete. In these buildings, the shear strength of the columns, after cracking of the infill, may limit the semi-ductile behavior of the system.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the concrete frame, \u201cbraced\u201d by the infill, acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the frame loses stability, or when the concrete columns suffer shear failures due to reduced effective height and the high shear forces imposed on them by the masonry compression struts.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections. Diagonal shear cracks may be observed in concrete beams or columns."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may dislodge and fall; some infill walls may bulge out-of-plane; a few walls may fall partially or fully; a few concrete columns or beams may fail in shear resulting in partial collapse. Structure may exhibit permanent lateral deformation."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to a combination of total failure of the infill walls and nonductile failure of the concrete beams and columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C3.L.PC": {
-    "Description": "Structural, Concrete Frame Buildings with Unreinforced Masonry Infill Walls, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel frame buildings with unreinforced masonry infill walls except that the frame is of reinforced concrete. In these buildings, the shear strength of the columns, after cracking of the infill, may limit the semi-ductile behavior of the system.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the concrete frame, \u201cbraced\u201d by the infill, acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the frame loses stability, or when the concrete columns suffer shear failures due to reduced effective height and the high shear forces imposed on them by the masonry compression struts.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections. Diagonal shear cracks may be observed in concrete beams or columns."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may dislodge and fall; some infill walls may bulge out-of-plane; a few walls may fall partially or fully; a few concrete columns or beams may fail in shear resulting in partial collapse. Structure may exhibit permanent lateral deformation."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to a combination of total failure of the infill walls and nonductile failure of the concrete beams and columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C3.M.LC": {
-    "Description": "Structural, Concrete Frame Buildings with Unreinforced Masonry Infill Walls, Mid-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel frame buildings with unreinforced masonry infill walls except that the frame is of reinforced concrete. In these buildings, the shear strength of the columns, after cracking of the infill, may limit the semi-ductile behavior of the system.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the concrete frame, \u201cbraced\u201d by the infill, acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the frame loses stability, or when the concrete columns suffer shear failures due to reduced effective height and the high shear forces imposed on them by the masonry compression struts.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections. Diagonal shear cracks may be observed in concrete beams or columns."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may dislodge and fall; some infill walls may bulge out-of-plane; a few walls may fall partially or fully; a few concrete columns or beams may fail in shear resulting in partial collapse. Structure may exhibit permanent lateral deformation."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to a combination of total failure of the infill walls and nonductile failure of the concrete beams and columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C3.M.PC": {
-    "Description": "Structural, Concrete Frame Buildings with Unreinforced Masonry Infill Walls, Mid-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel frame buildings with unreinforced masonry infill walls except that the frame is of reinforced concrete. In these buildings, the shear strength of the columns, after cracking of the infill, may limit the semi-ductile behavior of the system.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the concrete frame, \u201cbraced\u201d by the infill, acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the frame loses stability, or when the concrete columns suffer shear failures due to reduced effective height and the high shear forces imposed on them by the masonry compression struts.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections. Diagonal shear cracks may be observed in concrete beams or columns."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may dislodge and fall; some infill walls may bulge out-of-plane; a few walls may fall partially or fully; a few concrete columns or beams may fail in shear resulting in partial collapse. Structure may exhibit permanent lateral deformation."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to a combination of total failure of the infill walls and nonductile failure of the concrete beams and columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C3.H.LC": {
-    "Description": "Structural, Concrete Frame Buildings with Unreinforced Masonry Infill Walls, High-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel frame buildings with unreinforced masonry infill walls except that the frame is of reinforced concrete. In these buildings, the shear strength of the columns, after cracking of the infill, may limit the semi-ductile behavior of the system.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the concrete frame, \u201cbraced\u201d by the infill, acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the frame loses stability, or when the concrete columns suffer shear failures due to reduced effective height and the high shear forces imposed on them by the masonry compression struts.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections. Diagonal shear cracks may be observed in concrete beams or columns."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may dislodge and fall; some infill walls may bulge out-of-plane; a few walls may fall partially or fully; a few concrete columns or beams may fail in shear resulting in partial collapse. Structure may exhibit permanent lateral deformation."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to a combination of total failure of the infill walls and nonductile failure of the concrete beams and columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C3.H.PC": {
-    "Description": "Structural, Concrete Frame Buildings with Unreinforced Masonry Infill Walls, High-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel frame buildings with unreinforced masonry infill walls except that the frame is of reinforced concrete. In these buildings, the shear strength of the columns, after cracking of the infill, may limit the semi-ductile behavior of the system.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the concrete frame, \u201cbraced\u201d by the infill, acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the frame loses stability, or when the concrete columns suffer shear failures due to reduced effective height and the high shear forces imposed on them by the masonry compression struts.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections. Diagonal shear cracks may be observed in concrete beams or columns."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may dislodge and fall; some infill walls may bulge out-of-plane; a few walls may fall partially or fully; a few concrete columns or beams may fail in shear resulting in partial collapse. Structure may exhibit permanent lateral deformation."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to a combination of total failure of the infill walls and nonductile failure of the concrete beams and columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC1.HC": {
-    "Description": "Structural, Precast Concrete Tilt-Up Walls, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a wood or metal deck roof diaphragm, which often is very large, that distributes lateral forces to precast concrete shear walls. The walls are thin but relatively heavy, while the roofs are relatively light. Older or non-seismic-code buildings often have inadequate connections for anchorage of the walls to the roof for out-of-plane forces, and the panel connections are often brittle. Tilt-up buildings are usually one or two stories in height. Walls can have numerous openings for doors and windows of such size that the wall looks more like a frame than a shear wall.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on concrete shear wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor concrete spalling at a few locations; minor separation of walls from the floor and roof diaphragms; hairline cracks around metal connectors between wall panels and at connections of beams to walls."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; larger cracks in walls with door or window openings; a few shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks and concrete spalling. Cracks may appear at top of walls near panel intersections, indicating \u201cchord\u201d yielding. Some walls may have visibly pulled away from the roof. Some welded panel connections may have been broken, as indicated by spalled concrete around connections. Some spalling may be observed at the connections of beams to walls."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with relatively large area of wall openings, most concrete shear walls have exceeded their yield capacities, and some have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from the failure of the wall-to-diaphragm anchorages sometimes with falling of wall panels."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the wall-to-roof anchorages, splitting of ledgers, or failure of plywood-to-ledger nailing, failure of beam connections at walls, failure of roof or floor diaphragms, or failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC1.MC": {
-    "Description": "Structural, Precast Concrete Tilt-Up Walls, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a wood or metal deck roof diaphragm, which often is very large, that distributes lateral forces to precast concrete shear walls. The walls are thin but relatively heavy, while the roofs are relatively light. Older or non-seismic-code buildings often have inadequate connections for anchorage of the walls to the roof for out-of-plane forces, and the panel connections are often brittle. Tilt-up buildings are usually one or two stories in height. Walls can have numerous openings for doors and windows of such size that the wall looks more like a frame than a shear wall.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on concrete shear wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor concrete spalling at a few locations; minor separation of walls from the floor and roof diaphragms; hairline cracks around metal connectors between wall panels and at connections of beams to walls."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; larger cracks in walls with door or window openings; a few shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks and concrete spalling. Cracks may appear at top of walls near panel intersections, indicating \u201cchord\u201d yielding. Some walls may have visibly pulled away from the roof. Some welded panel connections may have been broken, as indicated by spalled concrete around connections. Some spalling may be observed at the connections of beams to walls."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with relatively large area of wall openings, most concrete shear walls have exceeded their yield capacities, and some have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from the failure of the wall-to-diaphragm anchorages sometimes with falling of wall panels."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the wall-to-roof anchorages, splitting of ledgers, or failure of plywood-to-ledger nailing, failure of beam connections at walls, failure of roof or floor diaphragms, or failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC1.LC": {
-    "Description": "Structural, Precast Concrete Tilt-Up Walls, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a wood or metal deck roof diaphragm, which often is very large, that distributes lateral forces to precast concrete shear walls. The walls are thin but relatively heavy, while the roofs are relatively light. Older or non-seismic-code buildings often have inadequate connections for anchorage of the walls to the roof for out-of-plane forces, and the panel connections are often brittle. Tilt-up buildings are usually one or two stories in height. Walls can have numerous openings for doors and windows of such size that the wall looks more like a frame than a shear wall.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on concrete shear wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor concrete spalling at a few locations; minor separation of walls from the floor and roof diaphragms; hairline cracks around metal connectors between wall panels and at connections of beams to walls."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; larger cracks in walls with door or window openings; a few shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks and concrete spalling. Cracks may appear at top of walls near panel intersections, indicating \u201cchord\u201d yielding. Some walls may have visibly pulled away from the roof. Some welded panel connections may have been broken, as indicated by spalled concrete around connections. Some spalling may be observed at the connections of beams to walls."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with relatively large area of wall openings, most concrete shear walls have exceeded their yield capacities, and some have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from the failure of the wall-to-diaphragm anchorages sometimes with falling of wall panels."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the wall-to-roof anchorages, splitting of ledgers, or failure of plywood-to-ledger nailing, failure of beam connections at walls, failure of roof or floor diaphragms, or failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC1.PC": {
-    "Description": "Structural, Precast Concrete Tilt-Up Walls, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a wood or metal deck roof diaphragm, which often is very large, that distributes lateral forces to precast concrete shear walls. The walls are thin but relatively heavy, while the roofs are relatively light. Older or non-seismic-code buildings often have inadequate connections for anchorage of the walls to the roof for out-of-plane forces, and the panel connections are often brittle. Tilt-up buildings are usually one or two stories in height. Walls can have numerous openings for doors and windows of such size that the wall looks more like a frame than a shear wall.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on concrete shear wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor concrete spalling at a few locations; minor separation of walls from the floor and roof diaphragms; hairline cracks around metal connectors between wall panels and at connections of beams to walls."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; larger cracks in walls with door or window openings; a few shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks and concrete spalling. Cracks may appear at top of walls near panel intersections, indicating \u201cchord\u201d yielding. Some walls may have visibly pulled away from the roof. Some welded panel connections may have been broken, as indicated by spalled concrete around connections. Some spalling may be observed at the connections of beams to walls."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with relatively large area of wall openings, most concrete shear walls have exceeded their yield capacities, and some have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from the failure of the wall-to-diaphragm anchorages sometimes with falling of wall panels."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the wall-to-roof anchorages, splitting of ledgers, or failure of plywood-to-ledger nailing, failure of beam connections at walls, failure of roof or floor diaphragms, or failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.L.HC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.L.MC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.L.LC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.L.PC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.M.HC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, Mid-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.M.MC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, Mid-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.M.LC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, Mid-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.M.PC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, Mid-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.H.HC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, High-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.H.MC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, High-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.H.LC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, High-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.H.PC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, High-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM1.L.HC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM1.L.MC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM1.L.LC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM1.L.PC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM1.M.HC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Mid-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM1.M.MC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Mid-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM1.M.LC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Mid-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM1.M.PC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Mid-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.L.HC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.L.MC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.L.LC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.L.PC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.M.HC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Mid-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.M.MC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Mid-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.M.LC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Mid-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.M.PC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Mid-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.H.HC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, High-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.H.MC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, High-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.H.LC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, High-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.H.PC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, High-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.URM.L.LC": {
-    "Description": "Structural, Unreinforced Masonry Bearing Walls, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings include structural elements that vary depending on the building\u2019s age and, to a lesser extent, its geographic location. In buildings built before 1900, the majority of floor and roof construction consists of wood sheathing supported by wood framing. In large multistory buildings, the floors are cast- in-place concrete supported by the unreinforced masonry walls and/or steel or concrete interior framing. In unreinforced masonry constructed built after 1950 outside California, wood floors usually have plywood rather than board sheathing. In regions of lower seismicity, buildings of this type constructed more recently can include floor and roof framing that consists of metal deck and concrete fill supported by steel framing elements. The perimeter walls, and possibly some interior walls, are unreinforced masonry. The walls may or may not be anchored to the diaphragms. Ties between the walls and diaphragms are more common for the bearing walls than for walls that are parallel to the floor framing. Roof ties are usually less common and more erratically spaced than those at the floor levels. Interior partitions that interconnect the floors and roof can reduce diaphragm displacements.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal, stair-step hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; movements of lintels; cracks at the base of parapets."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the walls exhibit larger diagonal cracks; masonry walls may have visible separation from diaphragms; significant cracking of parapets; some masonry may fall from walls or parapets."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most walls have suffered extensive cracking. Some parapets and gable end walls have fallen. Beams or trusses may have moved relative to their supports."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to in-plane or out-of-plane failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.URM.L.PC": {
-    "Description": "Structural, Unreinforced Masonry Bearing Walls, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings include structural elements that vary depending on the building\u2019s age and, to a lesser extent, its geographic location. In buildings built before 1900, the majority of floor and roof construction consists of wood sheathing supported by wood framing. In large multistory buildings, the floors are cast- in-place concrete supported by the unreinforced masonry walls and/or steel or concrete interior framing. In unreinforced masonry constructed built after 1950 outside California, wood floors usually have plywood rather than board sheathing. In regions of lower seismicity, buildings of this type constructed more recently can include floor and roof framing that consists of metal deck and concrete fill supported by steel framing elements. The perimeter walls, and possibly some interior walls, are unreinforced masonry. The walls may or may not be anchored to the diaphragms. Ties between the walls and diaphragms are more common for the bearing walls than for walls that are parallel to the floor framing. Roof ties are usually less common and more erratically spaced than those at the floor levels. Interior partitions that interconnect the floors and roof can reduce diaphragm displacements.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal, stair-step hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; movements of lintels; cracks at the base of parapets."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the walls exhibit larger diagonal cracks; masonry walls may have visible separation from diaphragms; significant cracking of parapets; some masonry may fall from walls or parapets."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most walls have suffered extensive cracking. Some parapets and gable end walls have fallen. Beams or trusses may have moved relative to their supports."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to in-plane or out-of-plane failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.URM.M.LC": {
-    "Description": "Structural, Unreinforced Masonry Bearing Walls, Mid-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings include structural elements that vary depending on the building\u2019s age and, to a lesser extent, its geographic location. In buildings built before 1900, the majority of floor and roof construction consists of wood sheathing supported by wood framing. In large multistory buildings, the floors are cast- in-place concrete supported by the unreinforced masonry walls and/or steel or concrete interior framing. In unreinforced masonry constructed built after 1950 outside California, wood floors usually have plywood rather than board sheathing. In regions of lower seismicity, buildings of this type constructed more recently can include floor and roof framing that consists of metal deck and concrete fill supported by steel framing elements. The perimeter walls, and possibly some interior walls, are unreinforced masonry. The walls may or may not be anchored to the diaphragms. Ties between the walls and diaphragms are more common for the bearing walls than for walls that are parallel to the floor framing. Roof ties are usually less common and more erratically spaced than those at the floor levels. Interior partitions that interconnect the floors and roof can reduce diaphragm displacements.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal, stair-step hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; movements of lintels; cracks at the base of parapets."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the walls exhibit larger diagonal cracks; masonry walls may have visible separation from diaphragms; significant cracking of parapets; some masonry may fall from walls or parapets."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most walls have suffered extensive cracking. Some parapets and gable end walls have fallen. Beams or trusses may have moved relative to their supports."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to in-plane or out-of-plane failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.URM.M.PC": {
-    "Description": "Structural, Unreinforced Masonry Bearing Walls, Mid-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings include structural elements that vary depending on the building\u2019s age and, to a lesser extent, its geographic location. In buildings built before 1900, the majority of floor and roof construction consists of wood sheathing supported by wood framing. In large multistory buildings, the floors are cast- in-place concrete supported by the unreinforced masonry walls and/or steel or concrete interior framing. In unreinforced masonry constructed built after 1950 outside California, wood floors usually have plywood rather than board sheathing. In regions of lower seismicity, buildings of this type constructed more recently can include floor and roof framing that consists of metal deck and concrete fill supported by steel framing elements. The perimeter walls, and possibly some interior walls, are unreinforced masonry. The walls may or may not be anchored to the diaphragms. Ties between the walls and diaphragms are more common for the bearing walls than for walls that are parallel to the floor framing. Roof ties are usually less common and more erratically spaced than those at the floor levels. Interior partitions that interconnect the floors and roof can reduce diaphragm displacements.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal, stair-step hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; movements of lintels; cracks at the base of parapets."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the walls exhibit larger diagonal cracks; masonry walls may have visible separation from diaphragms; significant cracking of parapets; some masonry may fall from walls or parapets."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most walls have suffered extensive cracking. Some parapets and gable end walls have fallen. Beams or trusses may have moved relative to their supports."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to in-plane or out-of-plane failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.MH.HC": {
-    "Description": "Structural, Mobile Homes, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are prefabricated housing units that are trucked to the site and then placed on isolated piers, jack stands, or masonry block foundations (usually without any positive anchorage). Floors and roofs of mobile homes are usually constructed with plywood and outside surfaces are covered with sheet metal.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Damage to some porches, stairs or other attached components."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Major movement of the mobile home over its supports, resulting in some damage to metal siding and stairs and requiring resetting of the mobile home on its supports."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Mobile home has fallen partially off its supports, often severing utility lines."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Mobile home has totally fallen off its supports; usually severing utility lines, with steep jack stands penetrating through the floor."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.MH.MC": {
-    "Description": "Structural, Mobile Homes, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are prefabricated housing units that are trucked to the site and then placed on isolated piers, jack stands, or masonry block foundations (usually without any positive anchorage). Floors and roofs of mobile homes are usually constructed with plywood and outside surfaces are covered with sheet metal.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Damage to some porches, stairs or other attached components."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Major movement of the mobile home over its supports, resulting in some damage to metal siding and stairs and requiring resetting of the mobile home on its supports."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Mobile home has fallen partially off its supports, often severing utility lines."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Mobile home has totally fallen off its supports; usually severing utility lines, with steep jack stands penetrating through the floor."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.MH.LC": {
-    "Description": "Structural, Mobile Homes, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are prefabricated housing units that are trucked to the site and then placed on isolated piers, jack stands, or masonry block foundations (usually without any positive anchorage). Floors and roofs of mobile homes are usually constructed with plywood and outside surfaces are covered with sheet metal.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Damage to some porches, stairs or other attached components."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Major movement of the mobile home over its supports, resulting in some damage to metal siding and stairs and requiring resetting of the mobile home on its supports."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Mobile home has fallen partially off its supports, often severing utility lines."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Mobile home has totally fallen off its supports; usually severing utility lines, with steep jack stands penetrating through the floor."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.MH.PC": {
-    "Description": "Structural, Mobile Homes, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are prefabricated housing units that are trucked to the site and then placed on isolated piers, jack stands, or masonry block foundations (usually without any positive anchorage). Floors and roofs of mobile homes are usually constructed with plywood and outside surfaces are covered with sheet metal.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Damage to some porches, stairs or other attached components."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Major movement of the mobile home over its supports, resulting in some damage to metal siding and stairs and requiring resetting of the mobile home on its supports."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Mobile home has fallen partially off its supports, often severing utility lines."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Mobile home has totally fallen off its supports; usually severing utility lines, with steep jack stands penetrating through the floor."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "NSD": {
-    "Description": "Drift-Sensitive Nonstructural",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-        }
-      }
-    }
-  },
-  "NSA.HC": {
-    "Description": "Acceleration-Sensitive Nonstructural, High-Code",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-        }
-      }
-    }
-  },
-  "NSA.MC": {
-    "Description": "Acceleration-Sensitive Nonstructural, Moderate-Code",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-        }
-      }
-    }
-  },
-  "NSA.LC": {
-    "Description": "Acceleration-Sensitive Nonstructural, Low-Code",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-        }
-      }
-    }
-  },
-  "NSA.PC": {
-    "Description": "Acceleration-Sensitive Nonstructural, Pre-Code",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-        }
-      }
-    }
-  },
-  "LF.W1.HC": {
-    "Description": "Lifeline Facilities, Wood, Light Frame, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These are typically single-family or small, multi-family dwellings of not more than 5,000 square feet of floor area and 1-2 stories. The essential structural feature of these buildings is repetitive framing by wood rafters or joists on wood stud walls. Loads are light and spans are small. These buildings may have relatively heavy masonry chimneys and may be partially or fully covered with masonry veneer. Most of these buildings, especially the single-family residences, are not engineered but constructed in accordance with \u201cconventional construction\u201d provisions of building codes. Hence, they usually have the components of a lateral-force-resisting system even though it may be incomplete. Lateral loads are transferred by diaphragms to shear walls. The diaphragms are roof panels and floors that may be sheathed with sawn lumber, plywood or fiberboard sheathing. Shear walls are sheathed with boards, stucco, plaster, plywood, gypsum board, particle board, or fiberboard, or interior partition walls sheathed with plaster or gypsum board.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small plaster or gypsum-board cracks at corners of door and window openings and wall-ceiling intersections; small cracks in masonry chimneys and masonry veneer."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Large plaster or gypsum-board cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by small cracks in stucco and gypsum wall panels; large cracks in brick chimneys; toppling of tall masonry chimneys."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels or large cracks at plywood joints; permanent lateral movement of floors and roof; toppling of most brick chimneys; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201croom-over-garage\u201d or other \u201csoft-story\u201d configurations; small foundations cracks."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse, or be in imminent danger of collapse due to cripple wall failure or the failure of the lateral load-resisting system; some structures may slip and fall off the foundations; large foundation cracks."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.W1.MC": {
-    "Description": "Lifeline Facilities, Wood, Light Frame, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These are typically single-family or small, multi-family dwellings of not more than 5,000 square feet of floor area and 1-2 stories. The essential structural feature of these buildings is repetitive framing by wood rafters or joists on wood stud walls. Loads are light and spans are small. These buildings may have relatively heavy masonry chimneys and may be partially or fully covered with masonry veneer. Most of these buildings, especially the single-family residences, are not engineered but constructed in accordance with \u201cconventional construction\u201d provisions of building codes. Hence, they usually have the components of a lateral-force-resisting system even though it may be incomplete. Lateral loads are transferred by diaphragms to shear walls. The diaphragms are roof panels and floors that may be sheathed with sawn lumber, plywood or fiberboard sheathing. Shear walls are sheathed with boards, stucco, plaster, plywood, gypsum board, particle board, or fiberboard, or interior partition walls sheathed with plaster or gypsum board.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small plaster or gypsum-board cracks at corners of door and window openings and wall-ceiling intersections; small cracks in masonry chimneys and masonry veneer."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Large plaster or gypsum-board cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by small cracks in stucco and gypsum wall panels; large cracks in brick chimneys; toppling of tall masonry chimneys."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels or large cracks at plywood joints; permanent lateral movement of floors and roof; toppling of most brick chimneys; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201croom-over-garage\u201d or other \u201csoft-story\u201d configurations; small foundations cracks."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse, or be in imminent danger of collapse due to cripple wall failure or the failure of the lateral load-resisting system; some structures may slip and fall off the foundations; large foundation cracks."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.W1.LC": {
-    "Description": "Lifeline Facilities, Wood, Light Frame, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These are typically single-family or small, multi-family dwellings of not more than 5,000 square feet of floor area and 1-2 stories. The essential structural feature of these buildings is repetitive framing by wood rafters or joists on wood stud walls. Loads are light and spans are small. These buildings may have relatively heavy masonry chimneys and may be partially or fully covered with masonry veneer. Most of these buildings, especially the single-family residences, are not engineered but constructed in accordance with \u201cconventional construction\u201d provisions of building codes. Hence, they usually have the components of a lateral-force-resisting system even though it may be incomplete. Lateral loads are transferred by diaphragms to shear walls. The diaphragms are roof panels and floors that may be sheathed with sawn lumber, plywood or fiberboard sheathing. Shear walls are sheathed with boards, stucco, plaster, plywood, gypsum board, particle board, or fiberboard, or interior partition walls sheathed with plaster or gypsum board.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small plaster or gypsum-board cracks at corners of door and window openings and wall-ceiling intersections; small cracks in masonry chimneys and masonry veneer."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Large plaster or gypsum-board cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by small cracks in stucco and gypsum wall panels; large cracks in brick chimneys; toppling of tall masonry chimneys."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels or large cracks at plywood joints; permanent lateral movement of floors and roof; toppling of most brick chimneys; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201croom-over-garage\u201d or other \u201csoft-story\u201d configurations; small foundations cracks."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse, or be in imminent danger of collapse due to cripple wall failure or the failure of the lateral load-resisting system; some structures may slip and fall off the foundations; large foundation cracks."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.W1.PC": {
-    "Description": "Lifeline Facilities, Wood, Light Frame, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These are typically single-family or small, multi-family dwellings of not more than 5,000 square feet of floor area and 1-2 stories. The essential structural feature of these buildings is repetitive framing by wood rafters or joists on wood stud walls. Loads are light and spans are small. These buildings may have relatively heavy masonry chimneys and may be partially or fully covered with masonry veneer. Most of these buildings, especially the single-family residences, are not engineered but constructed in accordance with \u201cconventional construction\u201d provisions of building codes. Hence, they usually have the components of a lateral-force-resisting system even though it may be incomplete. Lateral loads are transferred by diaphragms to shear walls. The diaphragms are roof panels and floors that may be sheathed with sawn lumber, plywood or fiberboard sheathing. Shear walls are sheathed with boards, stucco, plaster, plywood, gypsum board, particle board, or fiberboard, or interior partition walls sheathed with plaster or gypsum board.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small plaster or gypsum-board cracks at corners of door and window openings and wall-ceiling intersections; small cracks in masonry chimneys and masonry veneer."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Large plaster or gypsum-board cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by small cracks in stucco and gypsum wall panels; large cracks in brick chimneys; toppling of tall masonry chimneys."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels or large cracks at plywood joints; permanent lateral movement of floors and roof; toppling of most brick chimneys; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201croom-over-garage\u201d or other \u201csoft-story\u201d configurations; small foundations cracks."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse, or be in imminent danger of collapse due to cripple wall failure or the failure of the lateral load-resisting system; some structures may slip and fall off the foundations; large foundation cracks."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.W2.HC": {
-    "Description": "Lifeline Facilities, Wood, Greater than 5,000 Sq. Ft., High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are typically commercial or industrial buildings, or multi-family residential buildings with a floor area greater than 5,000 square feet. These buildings include structural systems framed by beams or major horizontally spanning members over columns. These horizontal members may be glue- laminated (glu-lam) wood, solid-sawn wood beams, or wood trusses, or steel beams or trusses. Lateral loads usually are resisted by wood diaphragms and exterior walls sheathed with plywood, stucco, plaster, or other paneling. The walls may have diagonal rod bracing. Large openings for stores and garages often require post-and-beam framing. Lateral load resistance on those lines may be achieved with steel rigid frames (moment frames) or diagonal bracing.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small cracks at corners of door and window openings and wall-ceiling intersections; small cracks on stucco and plaster walls. Some slippage may be observed at bolted connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Larger cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by cracks in stucco and gypsum wall panels; minor slack (less than 1/8-inch extension) in diagonal rod bracing requiring re-tightening; minor lateral offset at store fronts and other large openings; small cracks or wood splitting may be observed at bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels; large slack in diagonal rod braces and/or broken braces; permanent lateral movement of floors and roof; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201csoft-story\u201d configurations; bolt slippage and wood splitting at bolted connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse or be in imminent danger of collapse due to failed shear walls, broken brace rods or failed framing connections; it may fall off its foundations; large cracks in the foundations. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.W2.MC": {
-    "Description": "Lifeline Facilities, Wood, Greater than 5,000 Sq. Ft., Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are typically commercial or industrial buildings, or multi-family residential buildings with a floor area greater than 5,000 square feet. These buildings include structural systems framed by beams or major horizontally spanning members over columns. These horizontal members may be glue- laminated (glu-lam) wood, solid-sawn wood beams, or wood trusses, or steel beams or trusses. Lateral loads usually are resisted by wood diaphragms and exterior walls sheathed with plywood, stucco, plaster, or other paneling. The walls may have diagonal rod bracing. Large openings for stores and garages often require post-and-beam framing. Lateral load resistance on those lines may be achieved with steel rigid frames (moment frames) or diagonal bracing.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small cracks at corners of door and window openings and wall-ceiling intersections; small cracks on stucco and plaster walls. Some slippage may be observed at bolted connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Larger cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by cracks in stucco and gypsum wall panels; minor slack (less than 1/8-inch extension) in diagonal rod bracing requiring re-tightening; minor lateral offset at store fronts and other large openings; small cracks or wood splitting may be observed at bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels; large slack in diagonal rod braces and/or broken braces; permanent lateral movement of floors and roof; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201csoft-story\u201d configurations; bolt slippage and wood splitting at bolted connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse or be in imminent danger of collapse due to failed shear walls, broken brace rods or failed framing connections; it may fall off its foundations; large cracks in the foundations. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.W2.LC": {
-    "Description": "Lifeline Facilities, Wood, Greater than 5,000 Sq. Ft., Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are typically commercial or industrial buildings, or multi-family residential buildings with a floor area greater than 5,000 square feet. These buildings include structural systems framed by beams or major horizontally spanning members over columns. These horizontal members may be glue- laminated (glu-lam) wood, solid-sawn wood beams, or wood trusses, or steel beams or trusses. Lateral loads usually are resisted by wood diaphragms and exterior walls sheathed with plywood, stucco, plaster, or other paneling. The walls may have diagonal rod bracing. Large openings for stores and garages often require post-and-beam framing. Lateral load resistance on those lines may be achieved with steel rigid frames (moment frames) or diagonal bracing.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small cracks at corners of door and window openings and wall-ceiling intersections; small cracks on stucco and plaster walls. Some slippage may be observed at bolted connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Larger cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by cracks in stucco and gypsum wall panels; minor slack (less than 1/8-inch extension) in diagonal rod bracing requiring re-tightening; minor lateral offset at store fronts and other large openings; small cracks or wood splitting may be observed at bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels; large slack in diagonal rod braces and/or broken braces; permanent lateral movement of floors and roof; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201csoft-story\u201d configurations; bolt slippage and wood splitting at bolted connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse or be in imminent danger of collapse due to failed shear walls, broken brace rods or failed framing connections; it may fall off its foundations; large cracks in the foundations. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.W2.PC": {
-    "Description": "Lifeline Facilities, Wood, Greater than 5,000 Sq. Ft., Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are typically commercial or industrial buildings, or multi-family residential buildings with a floor area greater than 5,000 square feet. These buildings include structural systems framed by beams or major horizontally spanning members over columns. These horizontal members may be glue- laminated (glu-lam) wood, solid-sawn wood beams, or wood trusses, or steel beams or trusses. Lateral loads usually are resisted by wood diaphragms and exterior walls sheathed with plywood, stucco, plaster, or other paneling. The walls may have diagonal rod bracing. Large openings for stores and garages often require post-and-beam framing. Lateral load resistance on those lines may be achieved with steel rigid frames (moment frames) or diagonal bracing.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small cracks at corners of door and window openings and wall-ceiling intersections; small cracks on stucco and plaster walls. Some slippage may be observed at bolted connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Larger cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by cracks in stucco and gypsum wall panels; minor slack (less than 1/8-inch extension) in diagonal rod bracing requiring re-tightening; minor lateral offset at store fronts and other large openings; small cracks or wood splitting may be observed at bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels; large slack in diagonal rod braces and/or broken braces; permanent lateral movement of floors and roof; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201csoft-story\u201d configurations; bolt slippage and wood splitting at bolted connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse or be in imminent danger of collapse due to failed shear walls, broken brace rods or failed framing connections; it may fall off its foundations; large cracks in the foundations. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S1.L.HC": {
-    "Description": "Lifeline Facilities, Steel Moment Frame, Low-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S1.L.MC": {
-    "Description": "Lifeline Facilities, Steel Moment Frame, Low-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S1.L.LC": {
-    "Description": "Lifeline Facilities, Steel Moment Frame, Low-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S1.L.PC": {
-    "Description": "Lifeline Facilities, Steel Moment Frame, Low-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S1.M.HC": {
-    "Description": "Lifeline Facilities, Steel Moment Frame, Mid-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S1.M.MC": {
-    "Description": "Lifeline Facilities, Steel Moment Frame, Mid-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S1.M.LC": {
-    "Description": "Lifeline Facilities, Steel Moment Frame, Mid-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S1.M.PC": {
-    "Description": "Lifeline Facilities, Steel Moment Frame, Mid-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S1.H.HC": {
-    "Description": "Lifeline Facilities, Steel Moment Frame, High-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S1.H.MC": {
-    "Description": "Lifeline Facilities, Steel Moment Frame, High-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S1.H.LC": {
-    "Description": "Lifeline Facilities, Steel Moment Frame, High-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S1.H.PC": {
-    "Description": "Lifeline Facilities, Steel Moment Frame, High-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S2.L.HC": {
-    "Description": "Lifeline Facilities, Steel Braced Frame, Low-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S2.L.MC": {
-    "Description": "Lifeline Facilities, Steel Braced Frame, Low-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S2.L.LC": {
-    "Description": "Lifeline Facilities, Steel Braced Frame, Low-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S2.L.PC": {
-    "Description": "Lifeline Facilities, Steel Braced Frame, Low-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S2.M.HC": {
-    "Description": "Lifeline Facilities, Steel Braced Frame, Mid-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S2.M.MC": {
-    "Description": "Lifeline Facilities, Steel Braced Frame, Mid-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S2.M.LC": {
-    "Description": "Lifeline Facilities, Steel Braced Frame, Mid-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S2.M.PC": {
-    "Description": "Lifeline Facilities, Steel Braced Frame, Mid-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S2.H.HC": {
-    "Description": "Lifeline Facilities, Steel Braced Frame, High-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S2.H.MC": {
-    "Description": "Lifeline Facilities, Steel Braced Frame, High-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S2.H.LC": {
-    "Description": "Lifeline Facilities, Steel Braced Frame, High-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S2.H.PC": {
-    "Description": "Lifeline Facilities, Steel Braced Frame, High-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S3.HC": {
-    "Description": "Lifeline Facilities, Steel Light Frame, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are pre-engineered and prefabricated with transverse rigid frames. The roof and walls consist of lightweight panels, usually corrugated metal. The frames are designed for maximum efficiency, often with tapered beam and column sections built up of light steel plates. The frames are built in segments and assembled in the field with bolted joints. Lateral loads in the transverse direction are resisted by the rigid frames with loads distributed to them by diaphragm elements, typically rod- braced steel roof framing bays. Tension rod bracing typically resists loads in the longitudinal direction.\nThese structures are mostly single-story structures combining rod-braced frames in one direction and moment frames in the other. Due to repetitive nature of the structural systems, the type of damage to structural members is expected to be rather uniform throughout the structure.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel rod braces have yielded, which may be indicated by minor sagging of rod braces. Minor cracking at welded connections or minor deformations at bolted connections of moment frames may be observed."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most steel rod braces have yielded, exhibiting observable significantly sagging rod braces; a few brace connections may be broken. Some weld cracking may be observed in the moment frame connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Significant permanent lateral deformation of the structure due to broken brace rods, stretched anchor bolts, and permanent deformations at moment frame members. Some screw or welded attachments of roof and wall siding to steel framing may be broken. Some purlin and girt connections may be broken."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to broken rod bracing, failed anchor bolts or failed structural members or connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S3.MC": {
-    "Description": "Lifeline Facilities, Steel Light Frame, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are pre-engineered and prefabricated with transverse rigid frames. The roof and walls consist of lightweight panels, usually corrugated metal. The frames are designed for maximum efficiency, often with tapered beam and column sections built up of light steel plates. The frames are built in segments and assembled in the field with bolted joints. Lateral loads in the transverse direction are resisted by the rigid frames with loads distributed to them by diaphragm elements, typically rod- braced steel roof framing bays. Tension rod bracing typically resists loads in the longitudinal direction.\nThese structures are mostly single-story structures combining rod-braced frames in one direction and moment frames in the other. Due to repetitive nature of the structural systems, the type of damage to structural members is expected to be rather uniform throughout the structure.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel rod braces have yielded, which may be indicated by minor sagging of rod braces. Minor cracking at welded connections or minor deformations at bolted connections of moment frames may be observed."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most steel rod braces have yielded, exhibiting observable significantly sagging rod braces; a few brace connections may be broken. Some weld cracking may be observed in the moment frame connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Significant permanent lateral deformation of the structure due to broken brace rods, stretched anchor bolts, and permanent deformations at moment frame members. Some screw or welded attachments of roof and wall siding to steel framing may be broken. Some purlin and girt connections may be broken."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to broken rod bracing, failed anchor bolts or failed structural members or connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S3.LC": {
-    "Description": "Lifeline Facilities, Steel Light Frame, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are pre-engineered and prefabricated with transverse rigid frames. The roof and walls consist of lightweight panels, usually corrugated metal. The frames are designed for maximum efficiency, often with tapered beam and column sections built up of light steel plates. The frames are built in segments and assembled in the field with bolted joints. Lateral loads in the transverse direction are resisted by the rigid frames with loads distributed to them by diaphragm elements, typically rod- braced steel roof framing bays. Tension rod bracing typically resists loads in the longitudinal direction.\nThese structures are mostly single-story structures combining rod-braced frames in one direction and moment frames in the other. Due to repetitive nature of the structural systems, the type of damage to structural members is expected to be rather uniform throughout the structure.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel rod braces have yielded, which may be indicated by minor sagging of rod braces. Minor cracking at welded connections or minor deformations at bolted connections of moment frames may be observed."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most steel rod braces have yielded, exhibiting observable significantly sagging rod braces; a few brace connections may be broken. Some weld cracking may be observed in the moment frame connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Significant permanent lateral deformation of the structure due to broken brace rods, stretched anchor bolts, and permanent deformations at moment frame members. Some screw or welded attachments of roof and wall siding to steel framing may be broken. Some purlin and girt connections may be broken."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to broken rod bracing, failed anchor bolts or failed structural members or connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S3.PC": {
-    "Description": "Lifeline Facilities, Steel Light Frame, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are pre-engineered and prefabricated with transverse rigid frames. The roof and walls consist of lightweight panels, usually corrugated metal. The frames are designed for maximum efficiency, often with tapered beam and column sections built up of light steel plates. The frames are built in segments and assembled in the field with bolted joints. Lateral loads in the transverse direction are resisted by the rigid frames with loads distributed to them by diaphragm elements, typically rod- braced steel roof framing bays. Tension rod bracing typically resists loads in the longitudinal direction.\nThese structures are mostly single-story structures combining rod-braced frames in one direction and moment frames in the other. Due to repetitive nature of the structural systems, the type of damage to structural members is expected to be rather uniform throughout the structure.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel rod braces have yielded, which may be indicated by minor sagging of rod braces. Minor cracking at welded connections or minor deformations at bolted connections of moment frames may be observed."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most steel rod braces have yielded, exhibiting observable significantly sagging rod braces; a few brace connections may be broken. Some weld cracking may be observed in the moment frame connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Significant permanent lateral deformation of the structure due to broken brace rods, stretched anchor bolts, and permanent deformations at moment frame members. Some screw or welded attachments of roof and wall siding to steel framing may be broken. Some purlin and girt connections may be broken."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to broken rod bracing, failed anchor bolts or failed structural members or connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S4.L.HC": {
-    "Description": "Lifeline Facilities, Steel Frame with Cast-In-Place Concrete Shear Walls, Low-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S4.L.MC": {
-    "Description": "Lifeline Facilities, Steel Frame with Cast-In-Place Concrete Shear Walls, Low-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S4.L.LC": {
-    "Description": "Lifeline Facilities, Steel Frame with Cast-In-Place Concrete Shear Walls, Low-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S4.L.PC": {
-    "Description": "Lifeline Facilities, Steel Frame with Cast-In-Place Concrete Shear Walls, Low-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S4.M.HC": {
-    "Description": "Lifeline Facilities, Steel Frame with Cast-In-Place Concrete Shear Walls, Mid-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S4.M.MC": {
-    "Description": "Lifeline Facilities, Steel Frame with Cast-In-Place Concrete Shear Walls, Mid-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S4.M.LC": {
-    "Description": "Lifeline Facilities, Steel Frame with Cast-In-Place Concrete Shear Walls, Mid-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S4.M.PC": {
-    "Description": "Lifeline Facilities, Steel Frame with Cast-In-Place Concrete Shear Walls, Mid-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S4.H.HC": {
-    "Description": "Lifeline Facilities, Steel Frame with Cast-In-Place Concrete Shear Walls, High-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S4.H.MC": {
-    "Description": "Lifeline Facilities, Steel Frame with Cast-In-Place Concrete Shear Walls, High-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S4.H.LC": {
-    "Description": "Lifeline Facilities, Steel Frame with Cast-In-Place Concrete Shear Walls, High-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S4.H.PC": {
-    "Description": "Lifeline Facilities, Steel Frame with Cast-In-Place Concrete Shear Walls, High-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S5.L.LC": {
-    "Description": "Lifeline Facilities, Steel Frame with Unreinforced Masonry Infill Walls, Low-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: This is one of the older types of buildings. The infill walls usually are offset from the exterior frame members, wrap around them, and present a smooth masonry exterior with no indication of the frame. Solidly infilled masonry panels, when they fully engage the surrounding frame members (i.e., lie in the same plane), may provide stiffness and lateral load resistance to the structure.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the steel frames \u201cbraced\u201d by the infill walls acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the steel frame loses its stability.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may be dislodged and fall; some infill walls may bulge out-of-plane; a few walls may fall off partially or fully; some steel frame connections may have failed. Structure may exhibit permanent lateral deformation or partial collapse due to failure of some critical members."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in danger of imminent collapse due to total failure of many infill walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S5.L.PC": {
-    "Description": "Lifeline Facilities, Steel Frame with Unreinforced Masonry Infill Walls, Low-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: This is one of the older types of buildings. The infill walls usually are offset from the exterior frame members, wrap around them, and present a smooth masonry exterior with no indication of the frame. Solidly infilled masonry panels, when they fully engage the surrounding frame members (i.e., lie in the same plane), may provide stiffness and lateral load resistance to the structure.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the steel frames \u201cbraced\u201d by the infill walls acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the steel frame loses its stability.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may be dislodged and fall; some infill walls may bulge out-of-plane; a few walls may fall off partially or fully; some steel frame connections may have failed. Structure may exhibit permanent lateral deformation or partial collapse due to failure of some critical members."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in danger of imminent collapse due to total failure of many infill walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S5.M.LC": {
-    "Description": "Lifeline Facilities, Steel Frame with Unreinforced Masonry Infill Walls, Mid-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: This is one of the older types of buildings. The infill walls usually are offset from the exterior frame members, wrap around them, and present a smooth masonry exterior with no indication of the frame. Solidly infilled masonry panels, when they fully engage the surrounding frame members (i.e., lie in the same plane), may provide stiffness and lateral load resistance to the structure.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the steel frames \u201cbraced\u201d by the infill walls acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the steel frame loses its stability.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may be dislodged and fall; some infill walls may bulge out-of-plane; a few walls may fall off partially or fully; some steel frame connections may have failed. Structure may exhibit permanent lateral deformation or partial collapse due to failure of some critical members."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in danger of imminent collapse due to total failure of many infill walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S5.M.PC": {
-    "Description": "Lifeline Facilities, Steel Frame with Unreinforced Masonry Infill Walls, Mid-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: This is one of the older types of buildings. The infill walls usually are offset from the exterior frame members, wrap around them, and present a smooth masonry exterior with no indication of the frame. Solidly infilled masonry panels, when they fully engage the surrounding frame members (i.e., lie in the same plane), may provide stiffness and lateral load resistance to the structure.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the steel frames \u201cbraced\u201d by the infill walls acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the steel frame loses its stability.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may be dislodged and fall; some infill walls may bulge out-of-plane; a few walls may fall off partially or fully; some steel frame connections may have failed. Structure may exhibit permanent lateral deformation or partial collapse due to failure of some critical members."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in danger of imminent collapse due to total failure of many infill walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S5.H.LC": {
-    "Description": "Lifeline Facilities, Steel Frame with Unreinforced Masonry Infill Walls, High-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: This is one of the older types of buildings. The infill walls usually are offset from the exterior frame members, wrap around them, and present a smooth masonry exterior with no indication of the frame. Solidly infilled masonry panels, when they fully engage the surrounding frame members (i.e., lie in the same plane), may provide stiffness and lateral load resistance to the structure.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the steel frames \u201cbraced\u201d by the infill walls acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the steel frame loses its stability.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may be dislodged and fall; some infill walls may bulge out-of-plane; a few walls may fall off partially or fully; some steel frame connections may have failed. Structure may exhibit permanent lateral deformation or partial collapse due to failure of some critical members."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in danger of imminent collapse due to total failure of many infill walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.S5.H.PC": {
-    "Description": "Lifeline Facilities, Steel Frame with Unreinforced Masonry Infill Walls, High-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: This is one of the older types of buildings. The infill walls usually are offset from the exterior frame members, wrap around them, and present a smooth masonry exterior with no indication of the frame. Solidly infilled masonry panels, when they fully engage the surrounding frame members (i.e., lie in the same plane), may provide stiffness and lateral load resistance to the structure.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the steel frames \u201cbraced\u201d by the infill walls acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the steel frame loses its stability.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may be dislodged and fall; some infill walls may bulge out-of-plane; a few walls may fall off partially or fully; some steel frame connections may have failed. Structure may exhibit permanent lateral deformation or partial collapse due to failure of some critical members."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in danger of imminent collapse due to total failure of many infill walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C1.L.HC": {
-    "Description": "Lifeline Facilities, Reinforced Concrete Moment Resisting Frames, Low-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C1.L.MC": {
-    "Description": "Lifeline Facilities, Reinforced Concrete Moment Resisting Frames, Low-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C1.L.LC": {
-    "Description": "Lifeline Facilities, Reinforced Concrete Moment Resisting Frames, Low-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C1.L.PC": {
-    "Description": "Lifeline Facilities, Reinforced Concrete Moment Resisting Frames, Low-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C1.M.HC": {
-    "Description": "Lifeline Facilities, Reinforced Concrete Moment Resisting Frames, Mid-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C1.M.MC": {
-    "Description": "Lifeline Facilities, Reinforced Concrete Moment Resisting Frames, Mid-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C1.M.LC": {
-    "Description": "Lifeline Facilities, Reinforced Concrete Moment Resisting Frames, Mid-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C1.M.PC": {
-    "Description": "Lifeline Facilities, Reinforced Concrete Moment Resisting Frames, Mid-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C1.H.HC": {
-    "Description": "Lifeline Facilities, Reinforced Concrete Moment Resisting Frames, High-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C1.H.MC": {
-    "Description": "Lifeline Facilities, Reinforced Concrete Moment Resisting Frames, High-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C1.H.LC": {
-    "Description": "Lifeline Facilities, Reinforced Concrete Moment Resisting Frames, High-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C1.H.PC": {
-    "Description": "Lifeline Facilities, Reinforced Concrete Moment Resisting Frames, High-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C2.L.HC": {
-    "Description": "Lifeline Facilities, Concrete Shear Walls, Low-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C2.L.MC": {
-    "Description": "Lifeline Facilities, Concrete Shear Walls, Low-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C2.L.LC": {
-    "Description": "Lifeline Facilities, Concrete Shear Walls, Low-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C2.L.PC": {
-    "Description": "Lifeline Facilities, Concrete Shear Walls, Low-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C2.M.HC": {
-    "Description": "Lifeline Facilities, Concrete Shear Walls, Mid-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C2.M.MC": {
-    "Description": "Lifeline Facilities, Concrete Shear Walls, Mid-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C2.M.LC": {
-    "Description": "Lifeline Facilities, Concrete Shear Walls, Mid-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C2.M.PC": {
-    "Description": "Lifeline Facilities, Concrete Shear Walls, Mid-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C2.H.HC": {
-    "Description": "Lifeline Facilities, Concrete Shear Walls, High-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C2.H.MC": {
-    "Description": "Lifeline Facilities, Concrete Shear Walls, High-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C2.H.LC": {
-    "Description": "Lifeline Facilities, Concrete Shear Walls, High-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C2.H.PC": {
-    "Description": "Lifeline Facilities, Concrete Shear Walls, High-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C3.L.LC": {
-    "Description": "Lifeline Facilities, Concrete Frame Buildings with Unreinforced Masonry Infill Walls, Low-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel frame buildings with unreinforced masonry infill walls except that the frame is of reinforced concrete. In these buildings, the shear strength of the columns, after cracking of the infill, may limit the semi-ductile behavior of the system.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the concrete frame, \u201cbraced\u201d by the infill, acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the frame loses stability, or when the concrete columns suffer shear failures due to reduced effective height and the high shear forces imposed on them by the masonry compression struts.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections. Diagonal shear cracks may be observed in concrete beams or columns."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may dislodge and fall; some infill walls may bulge out-of-plane; a few walls may fall partially or fully; a few concrete columns or beams may fail in shear resulting in partial collapse. Structure may exhibit permanent lateral deformation."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to a combination of total failure of the infill walls and nonductile failure of the concrete beams and columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C3.L.PC": {
-    "Description": "Lifeline Facilities, Concrete Frame Buildings with Unreinforced Masonry Infill Walls, Low-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel frame buildings with unreinforced masonry infill walls except that the frame is of reinforced concrete. In these buildings, the shear strength of the columns, after cracking of the infill, may limit the semi-ductile behavior of the system.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the concrete frame, \u201cbraced\u201d by the infill, acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the frame loses stability, or when the concrete columns suffer shear failures due to reduced effective height and the high shear forces imposed on them by the masonry compression struts.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections. Diagonal shear cracks may be observed in concrete beams or columns."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may dislodge and fall; some infill walls may bulge out-of-plane; a few walls may fall partially or fully; a few concrete columns or beams may fail in shear resulting in partial collapse. Structure may exhibit permanent lateral deformation."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to a combination of total failure of the infill walls and nonductile failure of the concrete beams and columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C3.M.LC": {
-    "Description": "Lifeline Facilities, Concrete Frame Buildings with Unreinforced Masonry Infill Walls, Mid-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel frame buildings with unreinforced masonry infill walls except that the frame is of reinforced concrete. In these buildings, the shear strength of the columns, after cracking of the infill, may limit the semi-ductile behavior of the system.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the concrete frame, \u201cbraced\u201d by the infill, acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the frame loses stability, or when the concrete columns suffer shear failures due to reduced effective height and the high shear forces imposed on them by the masonry compression struts.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections. Diagonal shear cracks may be observed in concrete beams or columns."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may dislodge and fall; some infill walls may bulge out-of-plane; a few walls may fall partially or fully; a few concrete columns or beams may fail in shear resulting in partial collapse. Structure may exhibit permanent lateral deformation."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to a combination of total failure of the infill walls and nonductile failure of the concrete beams and columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C3.M.PC": {
-    "Description": "Lifeline Facilities, Concrete Frame Buildings with Unreinforced Masonry Infill Walls, Mid-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel frame buildings with unreinforced masonry infill walls except that the frame is of reinforced concrete. In these buildings, the shear strength of the columns, after cracking of the infill, may limit the semi-ductile behavior of the system.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the concrete frame, \u201cbraced\u201d by the infill, acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the frame loses stability, or when the concrete columns suffer shear failures due to reduced effective height and the high shear forces imposed on them by the masonry compression struts.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections. Diagonal shear cracks may be observed in concrete beams or columns."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may dislodge and fall; some infill walls may bulge out-of-plane; a few walls may fall partially or fully; a few concrete columns or beams may fail in shear resulting in partial collapse. Structure may exhibit permanent lateral deformation."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to a combination of total failure of the infill walls and nonductile failure of the concrete beams and columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C3.H.LC": {
-    "Description": "Lifeline Facilities, Concrete Frame Buildings with Unreinforced Masonry Infill Walls, High-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel frame buildings with unreinforced masonry infill walls except that the frame is of reinforced concrete. In these buildings, the shear strength of the columns, after cracking of the infill, may limit the semi-ductile behavior of the system.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the concrete frame, \u201cbraced\u201d by the infill, acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the frame loses stability, or when the concrete columns suffer shear failures due to reduced effective height and the high shear forces imposed on them by the masonry compression struts.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections. Diagonal shear cracks may be observed in concrete beams or columns."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may dislodge and fall; some infill walls may bulge out-of-plane; a few walls may fall partially or fully; a few concrete columns or beams may fail in shear resulting in partial collapse. Structure may exhibit permanent lateral deformation."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to a combination of total failure of the infill walls and nonductile failure of the concrete beams and columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.C3.H.PC": {
-    "Description": "Lifeline Facilities, Concrete Frame Buildings with Unreinforced Masonry Infill Walls, High-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings are similar to steel frame buildings with unreinforced masonry infill walls except that the frame is of reinforced concrete. In these buildings, the shear strength of the columns, after cracking of the infill, may limit the semi-ductile behavior of the system.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the concrete frame, \u201cbraced\u201d by the infill, acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the frame loses stability, or when the concrete columns suffer shear failures due to reduced effective height and the high shear forces imposed on them by the masonry compression struts.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections. Diagonal shear cracks may be observed in concrete beams or columns."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may dislodge and fall; some infill walls may bulge out-of-plane; a few walls may fall partially or fully; a few concrete columns or beams may fail in shear resulting in partial collapse. Structure may exhibit permanent lateral deformation."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to a combination of total failure of the infill walls and nonductile failure of the concrete beams and columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC1.HC": {
-    "Description": "Lifeline Facilities, Precast Concrete Tilt-Up Walls, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a wood or metal deck roof diaphragm, which often is very large, that distributes lateral forces to precast concrete shear walls. The walls are thin but relatively heavy, while the roofs are relatively light. Older or non-seismic-code buildings often have inadequate connections for anchorage of the walls to the roof for out-of-plane forces, and the panel connections are often brittle. Tilt-up buildings are usually one or two stories in height. Walls can have numerous openings for doors and windows of such size that the wall looks more like a frame than a shear wall.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on concrete shear wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor concrete spalling at a few locations; minor separation of walls from the floor and roof diaphragms; hairline cracks around metal connectors between wall panels and at connections of beams to walls."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; larger cracks in walls with door or window openings; a few shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks and concrete spalling. Cracks may appear at top of walls near panel intersections, indicating \u201cchord\u201d yielding. Some walls may have visibly pulled away from the roof. Some welded panel connections may have been broken, as indicated by spalled concrete around connections. Some spalling may be observed at the connections of beams to walls."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with relatively large area of wall openings, most concrete shear walls have exceeded their yield capacities, and some have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from the failure of the wall-to-diaphragm anchorages sometimes with falling of wall panels."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the wall-to-roof anchorages, splitting of ledgers, or failure of plywood-to-ledger nailing, failure of beam connections at walls, failure of roof or floor diaphragms, or failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC1.MC": {
-    "Description": "Lifeline Facilities, Precast Concrete Tilt-Up Walls, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a wood or metal deck roof diaphragm, which often is very large, that distributes lateral forces to precast concrete shear walls. The walls are thin but relatively heavy, while the roofs are relatively light. Older or non-seismic-code buildings often have inadequate connections for anchorage of the walls to the roof for out-of-plane forces, and the panel connections are often brittle. Tilt-up buildings are usually one or two stories in height. Walls can have numerous openings for doors and windows of such size that the wall looks more like a frame than a shear wall.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on concrete shear wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor concrete spalling at a few locations; minor separation of walls from the floor and roof diaphragms; hairline cracks around metal connectors between wall panels and at connections of beams to walls."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; larger cracks in walls with door or window openings; a few shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks and concrete spalling. Cracks may appear at top of walls near panel intersections, indicating \u201cchord\u201d yielding. Some walls may have visibly pulled away from the roof. Some welded panel connections may have been broken, as indicated by spalled concrete around connections. Some spalling may be observed at the connections of beams to walls."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with relatively large area of wall openings, most concrete shear walls have exceeded their yield capacities, and some have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from the failure of the wall-to-diaphragm anchorages sometimes with falling of wall panels."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the wall-to-roof anchorages, splitting of ledgers, or failure of plywood-to-ledger nailing, failure of beam connections at walls, failure of roof or floor diaphragms, or failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC1.LC": {
-    "Description": "Lifeline Facilities, Precast Concrete Tilt-Up Walls, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a wood or metal deck roof diaphragm, which often is very large, that distributes lateral forces to precast concrete shear walls. The walls are thin but relatively heavy, while the roofs are relatively light. Older or non-seismic-code buildings often have inadequate connections for anchorage of the walls to the roof for out-of-plane forces, and the panel connections are often brittle. Tilt-up buildings are usually one or two stories in height. Walls can have numerous openings for doors and windows of such size that the wall looks more like a frame than a shear wall.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on concrete shear wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor concrete spalling at a few locations; minor separation of walls from the floor and roof diaphragms; hairline cracks around metal connectors between wall panels and at connections of beams to walls."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; larger cracks in walls with door or window openings; a few shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks and concrete spalling. Cracks may appear at top of walls near panel intersections, indicating \u201cchord\u201d yielding. Some walls may have visibly pulled away from the roof. Some welded panel connections may have been broken, as indicated by spalled concrete around connections. Some spalling may be observed at the connections of beams to walls."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with relatively large area of wall openings, most concrete shear walls have exceeded their yield capacities, and some have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from the failure of the wall-to-diaphragm anchorages sometimes with falling of wall panels."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the wall-to-roof anchorages, splitting of ledgers, or failure of plywood-to-ledger nailing, failure of beam connections at walls, failure of roof or floor diaphragms, or failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC1.PC": {
-    "Description": "Lifeline Facilities, Precast Concrete Tilt-Up Walls, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have a wood or metal deck roof diaphragm, which often is very large, that distributes lateral forces to precast concrete shear walls. The walls are thin but relatively heavy, while the roofs are relatively light. Older or non-seismic-code buildings often have inadequate connections for anchorage of the walls to the roof for out-of-plane forces, and the panel connections are often brittle. Tilt-up buildings are usually one or two stories in height. Walls can have numerous openings for doors and windows of such size that the wall looks more like a frame than a shear wall.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on concrete shear wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor concrete spalling at a few locations; minor separation of walls from the floor and roof diaphragms; hairline cracks around metal connectors between wall panels and at connections of beams to walls."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; larger cracks in walls with door or window openings; a few shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks and concrete spalling. Cracks may appear at top of walls near panel intersections, indicating \u201cchord\u201d yielding. Some walls may have visibly pulled away from the roof. Some welded panel connections may have been broken, as indicated by spalled concrete around connections. Some spalling may be observed at the connections of beams to walls."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with relatively large area of wall openings, most concrete shear walls have exceeded their yield capacities, and some have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from the failure of the wall-to-diaphragm anchorages sometimes with falling of wall panels."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the wall-to-roof anchorages, splitting of ledgers, or failure of plywood-to-ledger nailing, failure of beam connections at walls, failure of roof or floor diaphragms, or failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC2.L.HC": {
-    "Description": "Lifeline Facilities, Precast Concrete Frames with Concrete Shear Walls, Low-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC2.L.MC": {
-    "Description": "Lifeline Facilities, Precast Concrete Frames with Concrete Shear Walls, Low-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC2.L.LC": {
-    "Description": "Lifeline Facilities, Precast Concrete Frames with Concrete Shear Walls, Low-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC2.L.PC": {
-    "Description": "Lifeline Facilities, Precast Concrete Frames with Concrete Shear Walls, Low-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC2.M.HC": {
-    "Description": "Lifeline Facilities, Precast Concrete Frames with Concrete Shear Walls, Mid-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC2.M.MC": {
-    "Description": "Lifeline Facilities, Precast Concrete Frames with Concrete Shear Walls, Mid-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC2.M.LC": {
-    "Description": "Lifeline Facilities, Precast Concrete Frames with Concrete Shear Walls, Mid-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC2.M.PC": {
-    "Description": "Lifeline Facilities, Precast Concrete Frames with Concrete Shear Walls, Mid-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC2.H.HC": {
-    "Description": "Lifeline Facilities, Precast Concrete Frames with Concrete Shear Walls, High-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC2.H.MC": {
-    "Description": "Lifeline Facilities, Precast Concrete Frames with Concrete Shear Walls, High-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC2.H.LC": {
-    "Description": "Lifeline Facilities, Precast Concrete Frames with Concrete Shear Walls, High-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.PC2.H.PC": {
-    "Description": "Lifeline Facilities, Precast Concrete Frames with Concrete Shear Walls, High-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM1.L.HC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Low-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM1.L.MC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Low-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM1.L.LC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Low-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM1.L.PC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Low-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM1.M.HC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Mid-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM1.M.MC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Mid-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM1.M.LC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Mid-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM1.M.PC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Mid-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM2.L.HC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Low-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM2.L.MC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Low-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM2.L.LC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Low-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM2.L.PC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Low-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM2.M.HC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Mid-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM2.M.MC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Mid-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM2.M.LC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Mid-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM2.M.PC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Mid-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM2.H.HC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, High-Rise, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM2.H.MC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, High-Rise, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM2.H.LC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, High-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nHigh-Rise Building with more than 8 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.RM2.H.PC": {
-    "Description": "Lifeline Facilities, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, High-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nHigh-Rise Building with more than 8 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.URM.L.LC": {
-    "Description": "Lifeline Facilities, Unreinforced Masonry Bearing Walls, Low-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings include structural elements that vary depending on the building\u2019s age and, to a lesser extent, its geographic location. In buildings built before 1900, the majority of floor and roof construction consists of wood sheathing supported by wood framing. In large multistory buildings, the floors are cast- in-place concrete supported by the unreinforced masonry walls and/or steel or concrete interior framing. In unreinforced masonry constructed built after 1950 outside California, wood floors usually have plywood rather than board sheathing. In regions of lower seismicity, buildings of this type constructed more recently can include floor and roof framing that consists of metal deck and concrete fill supported by steel framing elements. The perimeter walls, and possibly some interior walls, are unreinforced masonry. The walls may or may not be anchored to the diaphragms. Ties between the walls and diaphragms are more common for the bearing walls than for walls that are parallel to the floor framing. Roof ties are usually less common and more erratically spaced than those at the floor levels. Interior partitions that interconnect the floors and roof can reduce diaphragm displacements.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal, stair-step hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; movements of lintels; cracks at the base of parapets."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the walls exhibit larger diagonal cracks; masonry walls may have visible separation from diaphragms; significant cracking of parapets; some masonry may fall from walls or parapets."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most walls have suffered extensive cracking. Some parapets and gable end walls have fallen. Beams or trusses may have moved relative to their supports."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to in-plane or out-of-plane failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.URM.L.PC": {
-    "Description": "Lifeline Facilities, Unreinforced Masonry Bearing Walls, Low-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings include structural elements that vary depending on the building\u2019s age and, to a lesser extent, its geographic location. In buildings built before 1900, the majority of floor and roof construction consists of wood sheathing supported by wood framing. In large multistory buildings, the floors are cast- in-place concrete supported by the unreinforced masonry walls and/or steel or concrete interior framing. In unreinforced masonry constructed built after 1950 outside California, wood floors usually have plywood rather than board sheathing. In regions of lower seismicity, buildings of this type constructed more recently can include floor and roof framing that consists of metal deck and concrete fill supported by steel framing elements. The perimeter walls, and possibly some interior walls, are unreinforced masonry. The walls may or may not be anchored to the diaphragms. Ties between the walls and diaphragms are more common for the bearing walls than for walls that are parallel to the floor framing. Roof ties are usually less common and more erratically spaced than those at the floor levels. Interior partitions that interconnect the floors and roof can reduce diaphragm displacements.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal, stair-step hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; movements of lintels; cracks at the base of parapets."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the walls exhibit larger diagonal cracks; masonry walls may have visible separation from diaphragms; significant cracking of parapets; some masonry may fall from walls or parapets."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most walls have suffered extensive cracking. Some parapets and gable end walls have fallen. Beams or trusses may have moved relative to their supports."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to in-plane or out-of-plane failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.URM.M.LC": {
-    "Description": "Lifeline Facilities, Unreinforced Masonry Bearing Walls, Mid-Rise, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings include structural elements that vary depending on the building\u2019s age and, to a lesser extent, its geographic location. In buildings built before 1900, the majority of floor and roof construction consists of wood sheathing supported by wood framing. In large multistory buildings, the floors are cast- in-place concrete supported by the unreinforced masonry walls and/or steel or concrete interior framing. In unreinforced masonry constructed built after 1950 outside California, wood floors usually have plywood rather than board sheathing. In regions of lower seismicity, buildings of this type constructed more recently can include floor and roof framing that consists of metal deck and concrete fill supported by steel framing elements. The perimeter walls, and possibly some interior walls, are unreinforced masonry. The walls may or may not be anchored to the diaphragms. Ties between the walls and diaphragms are more common for the bearing walls than for walls that are parallel to the floor framing. Roof ties are usually less common and more erratically spaced than those at the floor levels. Interior partitions that interconnect the floors and roof can reduce diaphragm displacements.\nMid-Rise Building with 4-7 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal, stair-step hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; movements of lintels; cracks at the base of parapets."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the walls exhibit larger diagonal cracks; masonry walls may have visible separation from diaphragms; significant cracking of parapets; some masonry may fall from walls or parapets."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most walls have suffered extensive cracking. Some parapets and gable end walls have fallen. Beams or trusses may have moved relative to their supports."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to in-plane or out-of-plane failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.URM.M.PC": {
-    "Description": "Lifeline Facilities, Unreinforced Masonry Bearing Walls, Mid-Rise, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These buildings include structural elements that vary depending on the building\u2019s age and, to a lesser extent, its geographic location. In buildings built before 1900, the majority of floor and roof construction consists of wood sheathing supported by wood framing. In large multistory buildings, the floors are cast- in-place concrete supported by the unreinforced masonry walls and/or steel or concrete interior framing. In unreinforced masonry constructed built after 1950 outside California, wood floors usually have plywood rather than board sheathing. In regions of lower seismicity, buildings of this type constructed more recently can include floor and roof framing that consists of metal deck and concrete fill supported by steel framing elements. The perimeter walls, and possibly some interior walls, are unreinforced masonry. The walls may or may not be anchored to the diaphragms. Ties between the walls and diaphragms are more common for the bearing walls than for walls that are parallel to the floor framing. Roof ties are usually less common and more erratically spaced than those at the floor levels. Interior partitions that interconnect the floors and roof can reduce diaphragm displacements.\nMid-Rise Building with 4-7 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal, stair-step hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; movements of lintels; cracks at the base of parapets."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the walls exhibit larger diagonal cracks; masonry walls may have visible separation from diaphragms; significant cracking of parapets; some masonry may fall from walls or parapets."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most walls have suffered extensive cracking. Some parapets and gable end walls have fallen. Beams or trusses may have moved relative to their supports."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to in-plane or out-of-plane failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.MH.HC": {
-    "Description": "Lifeline Facilities, Mobile Homes, High-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These are prefabricated housing units that are trucked to the site and then placed on isolated piers, jack stands, or masonry block foundations (usually without any positive anchorage). Floors and roofs of mobile homes are usually constructed with plywood and outside surfaces are covered with sheet metal.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Damage to some porches, stairs or other attached components."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Major movement of the mobile home over its supports, resulting in some damage to metal siding and stairs and requiring resetting of the mobile home on its supports."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Mobile home has fallen partially off its supports, often severing utility lines."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Mobile home has totally fallen off its supports; usually severing utility lines, with steep jack stands penetrating through the floor."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.MH.MC": {
-    "Description": "Lifeline Facilities, Mobile Homes, Moderate-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These are prefabricated housing units that are trucked to the site and then placed on isolated piers, jack stands, or masonry block foundations (usually without any positive anchorage). Floors and roofs of mobile homes are usually constructed with plywood and outside surfaces are covered with sheet metal.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Damage to some porches, stairs or other attached components."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Major movement of the mobile home over its supports, resulting in some damage to metal siding and stairs and requiring resetting of the mobile home on its supports."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Mobile home has fallen partially off its supports, often severing utility lines."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Mobile home has totally fallen off its supports; usually severing utility lines, with steep jack stands penetrating through the floor."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.MH.LC": {
-    "Description": "Lifeline Facilities, Mobile Homes, Low-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These are prefabricated housing units that are trucked to the site and then placed on isolated piers, jack stands, or masonry block foundations (usually without any positive anchorage). Floors and roofs of mobile homes are usually constructed with plywood and outside surfaces are covered with sheet metal.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Damage to some porches, stairs or other attached components."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Major movement of the mobile home over its supports, resulting in some damage to metal siding and stairs and requiring resetting of the mobile home on its supports."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Mobile home has fallen partially off its supports, often severing utility lines."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Mobile home has totally fallen off its supports; usually severing utility lines, with steep jack stands penetrating through the floor."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "LF.MH.PC": {
-    "Description": "Lifeline Facilities, Mobile Homes, Pre-Code",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nStructural System: These are prefabricated housing units that are trucked to the site and then placed on isolated piers, jack stands, or masonry block foundations (usually without any positive anchorage). Floors and roofs of mobile homes are usually constructed with plywood and outside surfaces are covered with sheet metal.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Damage to some porches, stairs or other attached components."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Major movement of the mobile home over its supports, resulting in some damage to metal siding and stairs and requiring resetting of the mobile home on its supports."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Mobile home has fallen partially off its supports, often severing utility lines."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Mobile home has totally fallen off its supports; usually severing utility lines, with steep jack stands penetrating through the floor."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "GF.H.S": {
-    "Description": "Ground Failure, Horizontal Direction, Shallow Foundation",
-    "Comments": "Under Ground Failure, separate fragility curves distinguish between damages due to lateral spreading and ground settlement. Only Extensive and Complete damage states are considered. In essence, buildings are assumed to be either undamaged or severely damaged due to ground failure. In fact, Slight or Moderate damage can occur due to ground failure, but the likelihood of this damage is considered to be small (relative to ground shaking damage) and tacitly included in predictions of Slight or Moderate damage due to ground shaking by STR or LF components. There is no available relationship between the likelihood of Extensive/Complete damage to buildings and PGD. Engineering judgment has been used to develop a set of assumptions which define building fragility.\nNo attempt is made to distinguish damage based on building type, since model building descriptions do not include foundation type. Foundation type is critical to PGD performance and buildings on deep foundations (e.g., piles) perform much better than buildings on spread footings, if the ground settles. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 10 from that predicted for settlement-induced damage of the same building on a shallow foundation. Deep foundations will improve building performance by only a limited amount if the ground spreads laterally. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 2 from that predicted for spread-induced damage of the same building on a shallow foundation.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Extensive structural damage due to ground failure."
-        },
-        "DS2": {
-          "Description": "Complete structural damage due to ground failure."
-        }
-      }
-    }
-  },
-  "GF.H.D": {
-    "Description": "Ground Failure, Horizontal Direction, Deep Foundation",
-    "Comments": "Under Ground Failure, separate fragility curves distinguish between damages due to lateral spreading and ground settlement. Only Extensive and Complete damage states are considered. In essence, buildings are assumed to be either undamaged or severely damaged due to ground failure. In fact, Slight or Moderate damage can occur due to ground failure, but the likelihood of this damage is considered to be small (relative to ground shaking damage) and tacitly included in predictions of Slight or Moderate damage due to ground shaking by STR or LF components. There is no available relationship between the likelihood of Extensive/Complete damage to buildings and PGD. Engineering judgment has been used to develop a set of assumptions which define building fragility.\nNo attempt is made to distinguish damage based on building type, since model building descriptions do not include foundation type. Foundation type is critical to PGD performance and buildings on deep foundations (e.g., piles) perform much better than buildings on spread footings, if the ground settles. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 10 from that predicted for settlement-induced damage of the same building on a shallow foundation. Deep foundations will improve building performance by only a limited amount if the ground spreads laterally. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 2 from that predicted for spread-induced damage of the same building on a shallow foundation.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Extensive structural damage due to ground failure."
-        },
-        "DS2": {
-          "Description": "Complete structural damage due to ground failure."
-        }
-      }
-    }
-  },
-  "GF.V.S": {
-    "Description": "Ground Failure, Vertical Direction, Shallow Foundation",
-    "Comments": "Under Ground Failure, separate fragility curves distinguish between damages due to lateral spreading and ground settlement. Only Extensive and Complete damage states are considered. In essence, buildings are assumed to be either undamaged or severely damaged due to ground failure. In fact, Slight or Moderate damage can occur due to ground failure, but the likelihood of this damage is considered to be small (relative to ground shaking damage) and tacitly included in predictions of Slight or Moderate damage due to ground shaking by STR or LF components. There is no available relationship between the likelihood of Extensive/Complete damage to buildings and PGD. Engineering judgment has been used to develop a set of assumptions which define building fragility.\nNo attempt is made to distinguish damage based on building type, since model building descriptions do not include foundation type. Foundation type is critical to PGD performance and buildings on deep foundations (e.g., piles) perform much better than buildings on spread footings, if the ground settles. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 10 from that predicted for settlement-induced damage of the same building on a shallow foundation. Deep foundations will improve building performance by only a limited amount if the ground spreads laterally. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 2 from that predicted for spread-induced damage of the same building on a shallow foundation.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Extensive structural damage due to ground failure."
-        },
-        "DS2": {
-          "Description": "Complete structural damage due to ground failure."
-        }
-      }
-    }
-  },
-  "GF.V.D": {
-    "Description": "Ground Failure, Vertical Direction, Deep Foundation",
-    "Comments": "Under Ground Failure, separate fragility curves distinguish between damages due to lateral spreading and ground settlement. Only Extensive and Complete damage states are considered. In essence, buildings are assumed to be either undamaged or severely damaged due to ground failure. In fact, Slight or Moderate damage can occur due to ground failure, but the likelihood of this damage is considered to be small (relative to ground shaking damage) and tacitly included in predictions of Slight or Moderate damage due to ground shaking by STR or LF components. There is no available relationship between the likelihood of Extensive/Complete damage to buildings and PGD. Engineering judgment has been used to develop a set of assumptions which define building fragility.\nNo attempt is made to distinguish damage based on building type, since model building descriptions do not include foundation type. Foundation type is critical to PGD performance and buildings on deep foundations (e.g., piles) perform much better than buildings on spread footings, if the ground settles. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 10 from that predicted for settlement-induced damage of the same building on a shallow foundation. Deep foundations will improve building performance by only a limited amount if the ground spreads laterally. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 2 from that predicted for spread-induced damage of the same building on a shallow foundation.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Extensive structural damage due to ground failure."
-        },
-        "DS2": {
-          "Description": "Complete structural damage due to ground failure."
-        }
-      }
-    }
-  }
-}
\ No newline at end of file
diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_story.csv b/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_story.csv
deleted file mode 100644
index 395a17868..000000000
--- a/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_story.csv
+++ /dev/null
@@ -1,68 +0,0 @@
-ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS2-DamageStateWeights,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS3-DamageStateWeights,LS4-Family,LS4-Theta_0,LS4-Theta_1,LS4-DamageStateWeights
-STR.W1.HC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.04,0.4,,lognormal,0.1,0.4,0.97 | 0.03
-STR.W1.MC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03
-STR.W1.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03
-STR.W1.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0079,0.4,,lognormal,0.0245,0.4,,lognormal,0.06,0.4,0.97 | 0.03
-STR.W2.HC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.04,0.4,,lognormal,0.1,0.4,0.97 | 0.03
-STR.W2.MC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03
-STR.W2.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03
-STR.W2.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0079,0.4,,lognormal,0.0245,0.4,,lognormal,0.06,0.4,0.97 | 0.03
-STR.S1.HC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.006,0.4,,lognormal,0.012,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.92 | 0.08
-STR.S1.MC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.006,0.4,,lognormal,0.0104,0.4,,lognormal,0.0235,0.4,,lognormal,0.06,0.4,0.92 | 0.08
-STR.S1.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.006,0.4,,lognormal,0.0096,0.4,,lognormal,0.0203,0.4,,lognormal,0.05,0.4,0.92 | 0.08
-STR.S1.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.0048,0.4,,lognormal,0.0076,0.4,,lognormal,0.0162,0.4,,lognormal,0.04,0.4,0.92 | 0.08
-STR.S2.HC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.01,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.92 | 0.08
-STR.S2.MC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.0087,0.4,,lognormal,0.0233,0.4,,lognormal,0.06,0.4,0.92 | 0.08
-STR.S2.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.008,0.4,,lognormal,0.02,0.4,,lognormal,0.05,0.4,0.92 | 0.08
-STR.S2.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.016,0.4,,lognormal,0.04,0.4,0.92 | 0.08
-STR.S3.HC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03
-STR.S3.MC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.007,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.97 | 0.03
-STR.S3.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.97 | 0.03
-STR.S3.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.97 | 0.03
-STR.S4.HC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.92 | 0.08
-STR.S4.MC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.92 | 0.08
-STR.S4.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.92 | 0.08
-STR.S4.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.92 | 0.08
-STR.S5.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.006,0.4,,lognormal,0.015,0.4,,lognormal,0.035,0.4,0.92 | 0.08
-STR.S5.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.0024,0.4,,lognormal,0.0048,0.4,,lognormal,0.012,0.4,,lognormal,0.028,0.4,0.92 | 0.08
-STR.C1.HC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.01,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.87 | 0.13
-STR.C1.MC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.0087,0.4,,lognormal,0.0233,0.4,,lognormal,0.06,0.4,0.87 | 0.13
-STR.C1.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.008,0.4,,lognormal,0.02,0.4,,lognormal,0.05,0.4,0.87 | 0.13
-STR.C1.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.016,0.4,,lognormal,0.04,0.4,0.87 | 0.13
-STR.C2.HC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.87 | 0.13
-STR.C2.MC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0084,0.4,,lognormal,0.0232,0.4,,lognormal,0.06,0.4,0.87 | 0.13
-STR.C2.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0076,0.4,,lognormal,0.0197,0.4,,lognormal,0.05,0.4,0.87 | 0.13
-STR.C2.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0061,0.4,,lognormal,0.0158,0.4,,lognormal,0.04,0.4,0.87 | 0.13
-STR.C3.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.006,0.4,,lognormal,0.015,0.4,,lognormal,0.035,0.4,0.85 | 0.15
-STR.C3.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.0024,0.4,,lognormal,0.0048,0.4,,lognormal,0.012,0.4,,lognormal,0.028,0.4,0.85 | 0.15
-STR.PC1.HC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.85 | 0.15
-STR.PC1.MC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.007,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.85 | 0.15
-STR.PC1.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.85 | 0.15
-STR.PC1.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.85 | 0.15
-STR.PC2.HC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.85 | 0.15
-STR.PC2.MC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.85 | 0.15
-STR.PC2.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.85 | 0.15
-STR.PC2.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.85 | 0.15
-STR.RM1.HC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.87 | 0.13
-STR.RM1.MC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.87 | 0.13
-STR.RM1.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.87 | 0.13
-STR.RM1.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.87 | 0.13
-STR.RM2.HC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.87 | 0.13
-STR.RM2.MC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.87 | 0.13
-STR.RM2.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.87 | 0.13
-STR.RM2.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.87 | 0.13
-STR.URM.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.006,0.4,,lognormal,0.015,0.4,,lognormal,0.035,0.4,0.85 | 0.15
-STR.URM.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.0024,0.4,,lognormal,0.0048,0.4,,lognormal,0.012,0.4,,lognormal,0.028,0.4,0.85 | 0.15
-STR.MH.HC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03
-STR.MH.MC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03
-STR.MH.LC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03
-STR.MH.PC,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0064,0.4,,lognormal,0.0192,0.4,,lognormal,0.056,0.4,0.97 | 0.03
-NSD,0,Peak Interstory Drift Ratio,rad,0,0,lognormal,0.004,0.5,,lognormal,0.008,0.5,,lognormal,0.025,0.5,,lognormal,0.05,0.5,
-NSA.HC,0,Peak Floor Acceleration,g,0,0,lognormal,0.3,0.6,,lognormal,0.6,0.6,,lognormal,1.2,0.6,,lognormal,2.4,0.6,
-NSA.MC,0,Peak Floor Acceleration,g,0,0,lognormal,0.25,0.6,,lognormal,0.5,0.6,,lognormal,1.0,0.6,,lognormal,2.0,0.6,
-NSA.LC,0,Peak Floor Acceleration,g,0,0,lognormal,0.2,0.6,,lognormal,0.4,0.6,,lognormal,0.8,0.6,,lognormal,1.6,0.6,
-NSA.PC,0,Peak Floor Acceleration,g,0,0,lognormal,0.2,0.6,,lognormal,0.4,0.6,,lognormal,0.8,0.6,,lognormal,1.6,0.6,
-GF.H.S,0,Permanent Ground Deformation,inch,0,0,lognormal,60.0,1.256,0.8 | 0.2,,,,,,,,,,,,
-GF.H.D,0,Permanent Ground Deformation,inch,0,0,lognormal,184.0,1.659,0.8 | 0.2,,,,,,,,,,,,
-GF.V.S,0,Permanent Ground Deformation,inch,0,0,lognormal,10.0,1.256,0.8 | 0.2,,,,,,,,,,,,
-GF.V.D,0,Permanent Ground Deformation,inch,0,0,lognormal,486.0,2.362,0.8 | 0.2,,,,,,,,,,,,
diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_story.json b/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_story.json
deleted file mode 100644
index bd78db139..000000000
--- a/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_story.json
+++ /dev/null
@@ -1,2053 +0,0 @@
-{
-  "_GeneralInformation": {
-    "ShortName": "Hazus Earthquake Methodology - Buildings",
-    "Description": "The models in this dataset are based on version 5.1 of the Hazus Earthquake Model Technical Manual",
-    "Version": "1.0",
-    "ComponentGroups": {
-      "GF - Geotechnical Failure": [
-        "GF.H - Horizontal Spreading",
-        "GF.V - Vertical Settlement"
-      ],
-      "LF - Lifeline Facilities": [
-        "LF.W1 - Wood, Light Frame",
-        "LF.W2 - Wood, Commercial & Industrial",
-        "LF.S1 - Steel Moment Frame",
-        "LF.S2 - Steel Braced Frame",
-        "LF.S3 - Steel Light Frame",
-        "LF.S4 - Steel Frame with Cast-in-Place Concrete Shear Walls",
-        "LF.S5 - Steel Frame with Unreinforced Masonry Infill Walls",
-        "LF.C1 - Concrete Moment Frame",
-        "LF.C2 - Concrete Shear Walls",
-        "LF.C3 - Concrete Frame with Unreinforced Masonry Infill Walls",
-        "LF.PC1 - Precast Concrete Tilt-Up Walls",
-        "LF.PC2 - Precast Concrete Frames with Concrete Shear Walls",
-        "LF.RM1 - Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms",
-        "LF.RM2 - Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms",
-        "LF.URM - Unreinforced Masonry Bearing Walls",
-        "LF.MH - Mobile Homes"
-      ],
-      "NSA - Non-Structural Acceleration-Sensitive": [],
-      "NSD - Non-Structural Drift-Sensitive": [],
-      "STR - Structural": [
-        "STR.W1 - Wood, Light Frame",
-        "STR.W2 - Wood, Commercial & Industrial",
-        "STR.S1 - Steel Moment Frame",
-        "STR.S2 - Steel Braced Frame",
-        "STR.S3 - Steel Light Frame",
-        "STR.S4 - Steel Frame with Cast-in-Place Concrete Shear Walls",
-        "STR.S5 - Steel Frame with Unreinforced Masonry Infill Walls",
-        "STR.C1 - Concrete Moment Frame",
-        "STR.C2 - Concrete Shear Walls",
-        "STR.C3 - Concrete Frame with Unreinforced Masonry Infill Walls",
-        "STR.PC1 - Precast Concrete Tilt-Up Walls",
-        "STR.PC2 - Precast Concrete Frames with Concrete Shear Walls",
-        "STR.RM1 - Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms",
-        "STR.RM2 - Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms",
-        "STR.URM - Unreinforced Masonry Bearing Walls",
-        "STR.MH - Mobile Homes"
-      ]
-    }
-  },
-  "STR.W1.HC": {
-    "Description": "Structural, Wood, Light Frame, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are typically single-family or small, multi-family dwellings of not more than 5,000 square feet of floor area and 1-2 stories. The essential structural feature of these buildings is repetitive framing by wood rafters or joists on wood stud walls. Loads are light and spans are small. These buildings may have relatively heavy masonry chimneys and may be partially or fully covered with masonry veneer. Most of these buildings, especially the single-family residences, are not engineered but constructed in accordance with \u201cconventional construction\u201d provisions of building codes. Hence, they usually have the components of a lateral-force-resisting system even though it may be incomplete. Lateral loads are transferred by diaphragms to shear walls. The diaphragms are roof panels and floors that may be sheathed with sawn lumber, plywood or fiberboard sheathing. Shear walls are sheathed with boards, stucco, plaster, plywood, gypsum board, particle board, or fiberboard, or interior partition walls sheathed with plaster or gypsum board.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small plaster or gypsum-board cracks at corners of door and window openings and wall-ceiling intersections; small cracks in masonry chimneys and masonry veneer."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Large plaster or gypsum-board cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by small cracks in stucco and gypsum wall panels; large cracks in brick chimneys; toppling of tall masonry chimneys."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels or large cracks at plywood joints; permanent lateral movement of floors and roof; toppling of most brick chimneys; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201croom-over-garage\u201d or other \u201csoft-story\u201d configurations; small foundations cracks."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse, or be in imminent danger of collapse due to cripple wall failure or the failure of the lateral load-resisting system; some structures may slip and fall off the foundations; large foundation cracks."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.W1.MC": {
-    "Description": "Structural, Wood, Light Frame, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are typically single-family or small, multi-family dwellings of not more than 5,000 square feet of floor area and 1-2 stories. The essential structural feature of these buildings is repetitive framing by wood rafters or joists on wood stud walls. Loads are light and spans are small. These buildings may have relatively heavy masonry chimneys and may be partially or fully covered with masonry veneer. Most of these buildings, especially the single-family residences, are not engineered but constructed in accordance with \u201cconventional construction\u201d provisions of building codes. Hence, they usually have the components of a lateral-force-resisting system even though it may be incomplete. Lateral loads are transferred by diaphragms to shear walls. The diaphragms are roof panels and floors that may be sheathed with sawn lumber, plywood or fiberboard sheathing. Shear walls are sheathed with boards, stucco, plaster, plywood, gypsum board, particle board, or fiberboard, or interior partition walls sheathed with plaster or gypsum board.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small plaster or gypsum-board cracks at corners of door and window openings and wall-ceiling intersections; small cracks in masonry chimneys and masonry veneer."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Large plaster or gypsum-board cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by small cracks in stucco and gypsum wall panels; large cracks in brick chimneys; toppling of tall masonry chimneys."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels or large cracks at plywood joints; permanent lateral movement of floors and roof; toppling of most brick chimneys; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201croom-over-garage\u201d or other \u201csoft-story\u201d configurations; small foundations cracks."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse, or be in imminent danger of collapse due to cripple wall failure or the failure of the lateral load-resisting system; some structures may slip and fall off the foundations; large foundation cracks."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.W1.LC": {
-    "Description": "Structural, Wood, Light Frame, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are typically single-family or small, multi-family dwellings of not more than 5,000 square feet of floor area and 1-2 stories. The essential structural feature of these buildings is repetitive framing by wood rafters or joists on wood stud walls. Loads are light and spans are small. These buildings may have relatively heavy masonry chimneys and may be partially or fully covered with masonry veneer. Most of these buildings, especially the single-family residences, are not engineered but constructed in accordance with \u201cconventional construction\u201d provisions of building codes. Hence, they usually have the components of a lateral-force-resisting system even though it may be incomplete. Lateral loads are transferred by diaphragms to shear walls. The diaphragms are roof panels and floors that may be sheathed with sawn lumber, plywood or fiberboard sheathing. Shear walls are sheathed with boards, stucco, plaster, plywood, gypsum board, particle board, or fiberboard, or interior partition walls sheathed with plaster or gypsum board.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small plaster or gypsum-board cracks at corners of door and window openings and wall-ceiling intersections; small cracks in masonry chimneys and masonry veneer."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Large plaster or gypsum-board cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by small cracks in stucco and gypsum wall panels; large cracks in brick chimneys; toppling of tall masonry chimneys."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels or large cracks at plywood joints; permanent lateral movement of floors and roof; toppling of most brick chimneys; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201croom-over-garage\u201d or other \u201csoft-story\u201d configurations; small foundations cracks."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse, or be in imminent danger of collapse due to cripple wall failure or the failure of the lateral load-resisting system; some structures may slip and fall off the foundations; large foundation cracks."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.W1.PC": {
-    "Description": "Structural, Wood, Light Frame, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are typically single-family or small, multi-family dwellings of not more than 5,000 square feet of floor area and 1-2 stories. The essential structural feature of these buildings is repetitive framing by wood rafters or joists on wood stud walls. Loads are light and spans are small. These buildings may have relatively heavy masonry chimneys and may be partially or fully covered with masonry veneer. Most of these buildings, especially the single-family residences, are not engineered but constructed in accordance with \u201cconventional construction\u201d provisions of building codes. Hence, they usually have the components of a lateral-force-resisting system even though it may be incomplete. Lateral loads are transferred by diaphragms to shear walls. The diaphragms are roof panels and floors that may be sheathed with sawn lumber, plywood or fiberboard sheathing. Shear walls are sheathed with boards, stucco, plaster, plywood, gypsum board, particle board, or fiberboard, or interior partition walls sheathed with plaster or gypsum board.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small plaster or gypsum-board cracks at corners of door and window openings and wall-ceiling intersections; small cracks in masonry chimneys and masonry veneer."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Large plaster or gypsum-board cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by small cracks in stucco and gypsum wall panels; large cracks in brick chimneys; toppling of tall masonry chimneys."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels or large cracks at plywood joints; permanent lateral movement of floors and roof; toppling of most brick chimneys; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201croom-over-garage\u201d or other \u201csoft-story\u201d configurations; small foundations cracks."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse, or be in imminent danger of collapse due to cripple wall failure or the failure of the lateral load-resisting system; some structures may slip and fall off the foundations; large foundation cracks."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.W2.HC": {
-    "Description": "Structural, Wood, Greater than 5,000 Sq. Ft., High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are typically commercial or industrial buildings, or multi-family residential buildings with a floor area greater than 5,000 square feet. These buildings include structural systems framed by beams or major horizontally spanning members over columns. These horizontal members may be glue- laminated (glu-lam) wood, solid-sawn wood beams, or wood trusses, or steel beams or trusses. Lateral loads usually are resisted by wood diaphragms and exterior walls sheathed with plywood, stucco, plaster, or other paneling. The walls may have diagonal rod bracing. Large openings for stores and garages often require post-and-beam framing. Lateral load resistance on those lines may be achieved with steel rigid frames (moment frames) or diagonal bracing.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small cracks at corners of door and window openings and wall-ceiling intersections; small cracks on stucco and plaster walls. Some slippage may be observed at bolted connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Larger cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by cracks in stucco and gypsum wall panels; minor slack (less than 1/8-inch extension) in diagonal rod bracing requiring re-tightening; minor lateral offset at store fronts and other large openings; small cracks or wood splitting may be observed at bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels; large slack in diagonal rod braces and/or broken braces; permanent lateral movement of floors and roof; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201csoft-story\u201d configurations; bolt slippage and wood splitting at bolted connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse or be in imminent danger of collapse due to failed shear walls, broken brace rods or failed framing connections; it may fall off its foundations; large cracks in the foundations. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.W2.MC": {
-    "Description": "Structural, Wood, Greater than 5,000 Sq. Ft., Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are typically commercial or industrial buildings, or multi-family residential buildings with a floor area greater than 5,000 square feet. These buildings include structural systems framed by beams or major horizontally spanning members over columns. These horizontal members may be glue- laminated (glu-lam) wood, solid-sawn wood beams, or wood trusses, or steel beams or trusses. Lateral loads usually are resisted by wood diaphragms and exterior walls sheathed with plywood, stucco, plaster, or other paneling. The walls may have diagonal rod bracing. Large openings for stores and garages often require post-and-beam framing. Lateral load resistance on those lines may be achieved with steel rigid frames (moment frames) or diagonal bracing.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small cracks at corners of door and window openings and wall-ceiling intersections; small cracks on stucco and plaster walls. Some slippage may be observed at bolted connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Larger cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by cracks in stucco and gypsum wall panels; minor slack (less than 1/8-inch extension) in diagonal rod bracing requiring re-tightening; minor lateral offset at store fronts and other large openings; small cracks or wood splitting may be observed at bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels; large slack in diagonal rod braces and/or broken braces; permanent lateral movement of floors and roof; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201csoft-story\u201d configurations; bolt slippage and wood splitting at bolted connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse or be in imminent danger of collapse due to failed shear walls, broken brace rods or failed framing connections; it may fall off its foundations; large cracks in the foundations. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.W2.LC": {
-    "Description": "Structural, Wood, Greater than 5,000 Sq. Ft., Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are typically commercial or industrial buildings, or multi-family residential buildings with a floor area greater than 5,000 square feet. These buildings include structural systems framed by beams or major horizontally spanning members over columns. These horizontal members may be glue- laminated (glu-lam) wood, solid-sawn wood beams, or wood trusses, or steel beams or trusses. Lateral loads usually are resisted by wood diaphragms and exterior walls sheathed with plywood, stucco, plaster, or other paneling. The walls may have diagonal rod bracing. Large openings for stores and garages often require post-and-beam framing. Lateral load resistance on those lines may be achieved with steel rigid frames (moment frames) or diagonal bracing.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small cracks at corners of door and window openings and wall-ceiling intersections; small cracks on stucco and plaster walls. Some slippage may be observed at bolted connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Larger cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by cracks in stucco and gypsum wall panels; minor slack (less than 1/8-inch extension) in diagonal rod bracing requiring re-tightening; minor lateral offset at store fronts and other large openings; small cracks or wood splitting may be observed at bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels; large slack in diagonal rod braces and/or broken braces; permanent lateral movement of floors and roof; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201csoft-story\u201d configurations; bolt slippage and wood splitting at bolted connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse or be in imminent danger of collapse due to failed shear walls, broken brace rods or failed framing connections; it may fall off its foundations; large cracks in the foundations. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.W2.PC": {
-    "Description": "Structural, Wood, Greater than 5,000 Sq. Ft., Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are typically commercial or industrial buildings, or multi-family residential buildings with a floor area greater than 5,000 square feet. These buildings include structural systems framed by beams or major horizontally spanning members over columns. These horizontal members may be glue- laminated (glu-lam) wood, solid-sawn wood beams, or wood trusses, or steel beams or trusses. Lateral loads usually are resisted by wood diaphragms and exterior walls sheathed with plywood, stucco, plaster, or other paneling. The walls may have diagonal rod bracing. Large openings for stores and garages often require post-and-beam framing. Lateral load resistance on those lines may be achieved with steel rigid frames (moment frames) or diagonal bracing.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Small cracks at corners of door and window openings and wall-ceiling intersections; small cracks on stucco and plaster walls. Some slippage may be observed at bolted connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Larger cracks at corners of door and window openings; small diagonal cracks across shear wall panels exhibited by cracks in stucco and gypsum wall panels; minor slack (less than 1/8-inch extension) in diagonal rod bracing requiring re-tightening; minor lateral offset at store fronts and other large openings; small cracks or wood splitting may be observed at bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Large diagonal cracks across shear wall panels; large slack in diagonal rod braces and/or broken braces; permanent lateral movement of floors and roof; cracks in foundations; splitting of wood sill plates and/or slippage of structure over foundations; partial collapse of \u201csoft-story\u201d configurations; bolt slippage and wood splitting at bolted connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may have large permanent lateral displacement, may collapse or be in imminent danger of collapse due to failed shear walls, broken brace rods or failed framing connections; it may fall off its foundations; large cracks in the foundations. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.HC": {
-    "Description": "Structural, Steel Moment Frame, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.MC": {
-    "Description": "Structural, Steel Moment Frame, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.LC": {
-    "Description": "Structural, Steel Moment Frame, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S1.PC": {
-    "Description": "Structural, Steel Moment Frame, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a frame of steel columns and beams. In some cases, the beam-column connections have very small moment resisting capacity but, in other cases, some of the beams and columns are fully developed as moment frames to resist lateral forces. Usually, the structure is concealed on the outside by exterior nonstructural walls, which can be of almost any material (curtain walls, brick masonry, or precast concrete panels), and on the inside by ceilings and column furring. Diaphragms transfer lateral loads to moment-resisting frames. The diaphragms can be almost any material. The frames develop their stiffness by full or partial moment connections. The frames can be located almost anywhere in the building. Usually, the columns have their strong directions oriented so that some columns act primarily in one direction while the others act in the other direction. Steel moment frame buildings are typically more flexible than shear wall buildings. This low stiffness can result in large inter-story drifts that may lead to relatively greater nonstructural damage.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Minor deformations in connections or hairline cracks in a few welds."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel members have yielded, exhibiting observable permanent rotations at connections; a few welded connections may exhibit major cracks through welds, or a few bolted connections may exhibit broken bolts or enlarged bolt holes."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some of the structural members or connections may have exceeded their ultimate capacity, exhibited by major permanent member rotations at connections, buckled flanges, and failed connections. Partial collapse of portions of structure is possible due to failed critical elements and/or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: A significant portion of the structural elements have exceeded their ultimate capacities, or some critical structural elements or connections have failed, resulting in dangerous permanent lateral displacement, partial collapse or collapse of the building. "
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.HC": {
-    "Description": "Structural, Steel Braced Frame, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.MC": {
-    "Description": "Structural, Steel Braced Frame, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.LC": {
-    "Description": "Structural, Steel Braced Frame, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S2.PC": {
-    "Description": "Structural, Steel Braced Frame, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the vertical components of the lateral force-resisting system are braced frames rather than moment frames.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel braces have yielded, which may be indicated by minor stretching and/or buckling of slender brace members; minor cracks in welded connections; minor deformations in bolted brace connections."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Some steel braces have yielded, exhibiting observable stretching and/or buckling of braces; a few braces, other members or connections have indications of reaching their ultimate capacity, exhibited by buckled braces, cracked welds, or failed bolted connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most steel brace and other members have exceeded their yield capacity, resulting in significant permanent lateral deformation of the structure. Some structural members or connections have exceeded their ultimate capacity, exhibited by buckled or broken braces, flange buckling, broken welds, or failed bolted connections. Anchor bolts at columns may be stretched. Partial collapse of portions of the structure is possible due to failure of critical elements or connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Most of the structural elements have reached their ultimate capacities or some critical members or connections have failed, resulting in dangerous permanent lateral deflection, partial collapse or collapse of the building."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S3.HC": {
-    "Description": "Structural, Steel Light Frame, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are pre-engineered and prefabricated with transverse rigid frames. The roof and walls consist of lightweight panels, usually corrugated metal. The frames are designed for maximum efficiency, often with tapered beam and column sections built up of light steel plates. The frames are built in segments and assembled in the field with bolted joints. Lateral loads in the transverse direction are resisted by the rigid frames with loads distributed to them by diaphragm elements, typically rod- braced steel roof framing bays. Tension rod bracing typically resists loads in the longitudinal direction.\nThese structures are mostly single-story structures combining rod-braced frames in one direction and moment frames in the other. Due to repetitive nature of the structural systems, the type of damage to structural members is expected to be rather uniform throughout the structure.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel rod braces have yielded, which may be indicated by minor sagging of rod braces. Minor cracking at welded connections or minor deformations at bolted connections of moment frames may be observed."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most steel rod braces have yielded, exhibiting observable significantly sagging rod braces; a few brace connections may be broken. Some weld cracking may be observed in the moment frame connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Significant permanent lateral deformation of the structure due to broken brace rods, stretched anchor bolts, and permanent deformations at moment frame members. Some screw or welded attachments of roof and wall siding to steel framing may be broken. Some purlin and girt connections may be broken."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to broken rod bracing, failed anchor bolts or failed structural members or connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S3.MC": {
-    "Description": "Structural, Steel Light Frame, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are pre-engineered and prefabricated with transverse rigid frames. The roof and walls consist of lightweight panels, usually corrugated metal. The frames are designed for maximum efficiency, often with tapered beam and column sections built up of light steel plates. The frames are built in segments and assembled in the field with bolted joints. Lateral loads in the transverse direction are resisted by the rigid frames with loads distributed to them by diaphragm elements, typically rod- braced steel roof framing bays. Tension rod bracing typically resists loads in the longitudinal direction.\nThese structures are mostly single-story structures combining rod-braced frames in one direction and moment frames in the other. Due to repetitive nature of the structural systems, the type of damage to structural members is expected to be rather uniform throughout the structure.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel rod braces have yielded, which may be indicated by minor sagging of rod braces. Minor cracking at welded connections or minor deformations at bolted connections of moment frames may be observed."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most steel rod braces have yielded, exhibiting observable significantly sagging rod braces; a few brace connections may be broken. Some weld cracking may be observed in the moment frame connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Significant permanent lateral deformation of the structure due to broken brace rods, stretched anchor bolts, and permanent deformations at moment frame members. Some screw or welded attachments of roof and wall siding to steel framing may be broken. Some purlin and girt connections may be broken."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to broken rod bracing, failed anchor bolts or failed structural members or connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S3.LC": {
-    "Description": "Structural, Steel Light Frame, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are pre-engineered and prefabricated with transverse rigid frames. The roof and walls consist of lightweight panels, usually corrugated metal. The frames are designed for maximum efficiency, often with tapered beam and column sections built up of light steel plates. The frames are built in segments and assembled in the field with bolted joints. Lateral loads in the transverse direction are resisted by the rigid frames with loads distributed to them by diaphragm elements, typically rod- braced steel roof framing bays. Tension rod bracing typically resists loads in the longitudinal direction.\nThese structures are mostly single-story structures combining rod-braced frames in one direction and moment frames in the other. Due to repetitive nature of the structural systems, the type of damage to structural members is expected to be rather uniform throughout the structure.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel rod braces have yielded, which may be indicated by minor sagging of rod braces. Minor cracking at welded connections or minor deformations at bolted connections of moment frames may be observed."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most steel rod braces have yielded, exhibiting observable significantly sagging rod braces; a few brace connections may be broken. Some weld cracking may be observed in the moment frame connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Significant permanent lateral deformation of the structure due to broken brace rods, stretched anchor bolts, and permanent deformations at moment frame members. Some screw or welded attachments of roof and wall siding to steel framing may be broken. Some purlin and girt connections may be broken."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to broken rod bracing, failed anchor bolts or failed structural members or connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S3.PC": {
-    "Description": "Structural, Steel Light Frame, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are pre-engineered and prefabricated with transverse rigid frames. The roof and walls consist of lightweight panels, usually corrugated metal. The frames are designed for maximum efficiency, often with tapered beam and column sections built up of light steel plates. The frames are built in segments and assembled in the field with bolted joints. Lateral loads in the transverse direction are resisted by the rigid frames with loads distributed to them by diaphragm elements, typically rod- braced steel roof framing bays. Tension rod bracing typically resists loads in the longitudinal direction.\nThese structures are mostly single-story structures combining rod-braced frames in one direction and moment frames in the other. Due to repetitive nature of the structural systems, the type of damage to structural members is expected to be rather uniform throughout the structure.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: A few steel rod braces have yielded, which may be indicated by minor sagging of rod braces. Minor cracking at welded connections or minor deformations at bolted connections of moment frames may be observed."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most steel rod braces have yielded, exhibiting observable significantly sagging rod braces; a few brace connections may be broken. Some weld cracking may be observed in the moment frame connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Significant permanent lateral deformation of the structure due to broken brace rods, stretched anchor bolts, and permanent deformations at moment frame members. Some screw or welded attachments of roof and wall siding to steel framing may be broken. Some purlin and girt connections may be broken."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to broken rod bracing, failed anchor bolts or failed structural members or connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.HC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.MC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.LC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S4.PC": {
-    "Description": "Structural, Steel Frame with Cast-In-Place Concrete Shear Walls, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The shear walls in these buildings are cast-in-place concrete and may be bearing walls. The steel frame is designed for vertical loads only. Diaphragms of almost any material transfer lateral loads to the shear walls. The steel frame may provide a secondary lateral-force-resisting system depending on the stiffness of the frame and the moment capacity of the beam-column connections. In modern \u201cdual\u201d systems, the steel moment frames are designed to work together with the concrete shear walls.\nThis is a \u201ccomposite\u201d structural system where the concrete shear walls are the primary lateral force- resisting system. Hence, Slight, Moderate, and Extensive damage states are likely to be determined by damage to the shear walls, while the Complete damage state would be determined by the failure of the structural frame.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as exhibited by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; a few walls have reached or exceeded their ultimate capacity, as exhibited by large through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. Partial collapse may occur due to failed connections of steel framing to concrete walls. Some damage may be observed in steel frame connections."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure may be collapsed or in danger of collapse due to total failure of shear walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S5.LC": {
-    "Description": "Structural, Steel Frame with Unreinforced Masonry Infill Walls, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: This is one of the older types of buildings. The infill walls usually are offset from the exterior frame members, wrap around them, and present a smooth masonry exterior with no indication of the frame. Solidly infilled masonry panels, when they fully engage the surrounding frame members (i.e., lie in the same plane), may provide stiffness and lateral load resistance to the structure.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the steel frames \u201cbraced\u201d by the infill walls acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the steel frame loses its stability.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may be dislodged and fall; some infill walls may bulge out-of-plane; a few walls may fall off partially or fully; some steel frame connections may have failed. Structure may exhibit permanent lateral deformation or partial collapse due to failure of some critical members."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in danger of imminent collapse due to total failure of many infill walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.S5.PC": {
-    "Description": "Structural, Steel Frame with Unreinforced Masonry Infill Walls, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: This is one of the older types of buildings. The infill walls usually are offset from the exterior frame members, wrap around them, and present a smooth masonry exterior with no indication of the frame. Solidly infilled masonry panels, when they fully engage the surrounding frame members (i.e., lie in the same plane), may provide stiffness and lateral load resistance to the structure.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the steel frames \u201cbraced\u201d by the infill walls acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the steel frame loses its stability.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may be dislodged and fall; some infill walls may bulge out-of-plane; a few walls may fall off partially or fully; some steel frame connections may have failed. Structure may exhibit permanent lateral deformation or partial collapse due to failure of some critical members."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in danger of imminent collapse due to total failure of many infill walls and loss of stability of the steel frames."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.HC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.MC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.LC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C1.PC": {
-    "Description": "Structural, Reinforced Concrete Moment Resisting Frames, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel moment frame buildings except that the frames are reinforced concrete. There are a large variety of frame systems. Some older concrete frames may be proportioned and detailed such that brittle failure of the frame members can occur in earthquakes, leading to partial or full collapse of the buildings. Modern frames in zones of high seismicity are proportioned and detailed for ductile behavior and are likely to undergo large deformations during an earthquake without brittle failure of frame members or collapse.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Flexural or shear type hairline cracks in some beams and columns near joints or within joints."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most beams and columns exhibit hairline cracks. In ductile frames, some of the frame elements have reached yield capacity, as indicated by larger flexural cracks and some concrete spalling. Nonductile frames may exhibit larger shear cracks and spalling."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Some of the frame elements have reached their ultimate capacity, as indicated in ductile frames by large flexural cracks, spalled concrete, and buckled main reinforcement; nonductile frame elements may have suffered shear failures or bond failures at reinforcement splices, broken ties or buckled main reinforcement in columns which may result in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or in imminent danger of collapse due to brittle failure of nonductile frame elements or loss of frame stability."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.HC": {
-    "Description": "Structural, Concrete Shear Walls, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.MC": {
-    "Description": "Structural, Concrete Shear Walls, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.LC": {
-    "Description": "Structural, Concrete Shear Walls, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C2.PC": {
-    "Description": "Structural, Concrete Shear Walls, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: The vertical components of the lateral force-resisting system in these buildings are concrete shear walls that are usually bearing walls. In older buildings, the walls often are quite extensive, and the wall stresses are low, but reinforcing is light. In newer buildings, the shear walls often are limited in extent, generating concerns about boundary members and overturning forces.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most concrete shear wall surfaces; minor concrete spalling at a few locations."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded yield capacity, as indicated by larger diagonal cracks and concrete spalling at wall ends."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls have exceeded their ultimate capacities, as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement or rotation of narrow walls with inadequate foundations. Partial collapse may occur due to failure of nonductile columns not designed to resist lateral loads."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of most of the shear walls and failure of some critical beams or columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C3.LC": {
-    "Description": "Structural, Concrete Frame Buildings with Unreinforced Masonry Infill Walls, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel frame buildings with unreinforced masonry infill walls except that the frame is of reinforced concrete. In these buildings, the shear strength of the columns, after cracking of the infill, may limit the semi-ductile behavior of the system.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the concrete frame, \u201cbraced\u201d by the infill, acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the frame loses stability, or when the concrete columns suffer shear failures due to reduced effective height and the high shear forces imposed on them by the masonry compression struts.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections. Diagonal shear cracks may be observed in concrete beams or columns."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may dislodge and fall; some infill walls may bulge out-of-plane; a few walls may fall partially or fully; a few concrete columns or beams may fail in shear resulting in partial collapse. Structure may exhibit permanent lateral deformation."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to a combination of total failure of the infill walls and nonductile failure of the concrete beams and columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.C3.PC": {
-    "Description": "Structural, Concrete Frame Buildings with Unreinforced Masonry Infill Walls, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings are similar to steel frame buildings with unreinforced masonry infill walls except that the frame is of reinforced concrete. In these buildings, the shear strength of the columns, after cracking of the infill, may limit the semi-ductile behavior of the system.\nThis is a \u201ccomposite\u201d structural system where the initial lateral resistance is provided by the infill walls. Upon cracking of the infills, further lateral resistance is provided by the concrete frame, \u201cbraced\u201d by the infill, acting as diagonal compression struts. Collapse of the structure results when the infill walls disintegrate (due to compression failure of the masonry \u201cstruts\u201d) and the frame loses stability, or when the concrete columns suffer shear failures due to reduced effective height and the high shear forces imposed on them by the masonry compression struts.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal (sometimes horizontal) hairline cracks on most infill walls; cracks at frame-infill interfaces."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most infill wall surfaces exhibit larger diagonal or horizontal cracks; some walls exhibit crushing of brick around beam-column connections. Diagonal shear cracks may be observed in concrete beams or columns."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most infill walls exhibit large cracks; some bricks may dislodge and fall; some infill walls may bulge out-of-plane; a few walls may fall partially or fully; a few concrete columns or beams may fail in shear resulting in partial collapse. Structure may exhibit permanent lateral deformation."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to a combination of total failure of the infill walls and nonductile failure of the concrete beams and columns."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC1.HC": {
-    "Description": "Structural, Precast Concrete Tilt-Up Walls, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a wood or metal deck roof diaphragm, which often is very large, that distributes lateral forces to precast concrete shear walls. The walls are thin but relatively heavy, while the roofs are relatively light. Older or non-seismic-code buildings often have inadequate connections for anchorage of the walls to the roof for out-of-plane forces, and the panel connections are often brittle. Tilt-up buildings are usually one or two stories in height. Walls can have numerous openings for doors and windows of such size that the wall looks more like a frame than a shear wall.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on concrete shear wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor concrete spalling at a few locations; minor separation of walls from the floor and roof diaphragms; hairline cracks around metal connectors between wall panels and at connections of beams to walls."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; larger cracks in walls with door or window openings; a few shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks and concrete spalling. Cracks may appear at top of walls near panel intersections, indicating \u201cchord\u201d yielding. Some walls may have visibly pulled away from the roof. Some welded panel connections may have been broken, as indicated by spalled concrete around connections. Some spalling may be observed at the connections of beams to walls."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with relatively large area of wall openings, most concrete shear walls have exceeded their yield capacities, and some have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from the failure of the wall-to-diaphragm anchorages sometimes with falling of wall panels."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the wall-to-roof anchorages, splitting of ledgers, or failure of plywood-to-ledger nailing, failure of beam connections at walls, failure of roof or floor diaphragms, or failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC1.MC": {
-    "Description": "Structural, Precast Concrete Tilt-Up Walls, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a wood or metal deck roof diaphragm, which often is very large, that distributes lateral forces to precast concrete shear walls. The walls are thin but relatively heavy, while the roofs are relatively light. Older or non-seismic-code buildings often have inadequate connections for anchorage of the walls to the roof for out-of-plane forces, and the panel connections are often brittle. Tilt-up buildings are usually one or two stories in height. Walls can have numerous openings for doors and windows of such size that the wall looks more like a frame than a shear wall.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on concrete shear wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor concrete spalling at a few locations; minor separation of walls from the floor and roof diaphragms; hairline cracks around metal connectors between wall panels and at connections of beams to walls."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; larger cracks in walls with door or window openings; a few shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks and concrete spalling. Cracks may appear at top of walls near panel intersections, indicating \u201cchord\u201d yielding. Some walls may have visibly pulled away from the roof. Some welded panel connections may have been broken, as indicated by spalled concrete around connections. Some spalling may be observed at the connections of beams to walls."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with relatively large area of wall openings, most concrete shear walls have exceeded their yield capacities, and some have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from the failure of the wall-to-diaphragm anchorages sometimes with falling of wall panels."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the wall-to-roof anchorages, splitting of ledgers, or failure of plywood-to-ledger nailing, failure of beam connections at walls, failure of roof or floor diaphragms, or failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC1.LC": {
-    "Description": "Structural, Precast Concrete Tilt-Up Walls, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a wood or metal deck roof diaphragm, which often is very large, that distributes lateral forces to precast concrete shear walls. The walls are thin but relatively heavy, while the roofs are relatively light. Older or non-seismic-code buildings often have inadequate connections for anchorage of the walls to the roof for out-of-plane forces, and the panel connections are often brittle. Tilt-up buildings are usually one or two stories in height. Walls can have numerous openings for doors and windows of such size that the wall looks more like a frame than a shear wall.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on concrete shear wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor concrete spalling at a few locations; minor separation of walls from the floor and roof diaphragms; hairline cracks around metal connectors between wall panels and at connections of beams to walls."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; larger cracks in walls with door or window openings; a few shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks and concrete spalling. Cracks may appear at top of walls near panel intersections, indicating \u201cchord\u201d yielding. Some walls may have visibly pulled away from the roof. Some welded panel connections may have been broken, as indicated by spalled concrete around connections. Some spalling may be observed at the connections of beams to walls."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with relatively large area of wall openings, most concrete shear walls have exceeded their yield capacities, and some have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from the failure of the wall-to-diaphragm anchorages sometimes with falling of wall panels."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the wall-to-roof anchorages, splitting of ledgers, or failure of plywood-to-ledger nailing, failure of beam connections at walls, failure of roof or floor diaphragms, or failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC1.PC": {
-    "Description": "Structural, Precast Concrete Tilt-Up Walls, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have a wood or metal deck roof diaphragm, which often is very large, that distributes lateral forces to precast concrete shear walls. The walls are thin but relatively heavy, while the roofs are relatively light. Older or non-seismic-code buildings often have inadequate connections for anchorage of the walls to the roof for out-of-plane forces, and the panel connections are often brittle. Tilt-up buildings are usually one or two stories in height. Walls can have numerous openings for doors and windows of such size that the wall looks more like a frame than a shear wall.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on concrete shear wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor concrete spalling at a few locations; minor separation of walls from the floor and roof diaphragms; hairline cracks around metal connectors between wall panels and at connections of beams to walls."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; larger cracks in walls with door or window openings; a few shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks and concrete spalling. Cracks may appear at top of walls near panel intersections, indicating \u201cchord\u201d yielding. Some walls may have visibly pulled away from the roof. Some welded panel connections may have been broken, as indicated by spalled concrete around connections. Some spalling may be observed at the connections of beams to walls."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with relatively large area of wall openings, most concrete shear walls have exceeded their yield capacities, and some have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks, and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from the failure of the wall-to-diaphragm anchorages sometimes with falling of wall panels."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the wall-to-roof anchorages, splitting of ledgers, or failure of plywood-to-ledger nailing, failure of beam connections at walls, failure of roof or floor diaphragms, or failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.HC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.MC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.LC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.PC2.PC": {
-    "Description": "Structural, Precast Concrete Frames with Concrete Shear Walls, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings contain floor and roof diaphragms, typically composed of precast concrete elements with or without cast-in-place concrete topping slabs. Precast concrete girders and columns support the diaphragms. The girders often bear on column corbels. Closure strips between precast floor elements and beam-column joints are usually cast-in-place concrete. Welded steel inserts are often used to interconnect precast elements. Precast or cast-in-place concrete shear walls resist lateral loads. For buildings with precast frames and concrete shear walls to perform well, the details used to connect the structural elements must have sufficient strength and displacement capacity; however, in some cases, the connection details between the precast elements have negligible ductility.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on most shear wall surfaces; minor concrete spalling at a few connections of precast members."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most shear wall surfaces exhibit diagonal cracks; some shear walls have exceeded their yield capacities, as indicated by larger cracks and concrete spalling at wall ends; observable distress or movement at connections of precast frame connections, some failures at metal inserts and welded connections."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Most concrete shear walls have exceeded their yield capacities; some walls may have reached their ultimate capacities indicated by large, through-the-wall diagonal cracks, extensive spalling around the cracks and visibly buckled wall reinforcement. Some critical precast frame connections may have failed, resulting in partial collapse."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the shear walls and/or failures at precast frame connections."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM1.HC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM1.MC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM1.LC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM1.PC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Wood or Metal Deck Diaphragms, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have perimeter bearing walls of reinforced brick or concrete-block masonry. These walls are the vertical elements in the lateral force-resisting system. The floors and roof are framed with wood joists and beams either with plywood or braced sheathing, the latter either straight or diagonally sheathed, or with steel beams with metal deck with or without concrete fill. Interior wood posts or steel columns support wood floor framing; steel columns support steel beams.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; minor separation of walls from the floor and roof diaphragms."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger diagonal cracks. Some walls may have visibly pulled away from the roof."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities as indicated by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The plywood diaphragms may exhibit cracking and separation along plywood joints. Partial collapse of the roof may result from failure of the wall-to-diaphragm anchorages or the connections of beams to walls."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to failure of the wall anchorages or due to failure of the wall panels."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.HC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Low-Rise, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.MC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Low-Rise, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.LC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.RM2.PC": {
-    "Description": "Structural, Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings have bearing walls similar to those of reinforced masonry bearing wall structures with wood or metal deck diaphragms, but the roof and floors are composed of precast concrete elements such as planks or tee-beams and the precast roof and floor elements are supported on interior beams and columns of steel or concrete (cast-in-place or precast). The precast horizontal elements often have a cast-in-place topping.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with large proportion of openings."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the shear walls have exceeded their yield capacities, as indicated by larger cracks."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most shear walls have exceeded their yield capacities and some of the walls have exceeded their ultimate capacities, as exhibited by large, through-the-wall diagonal cracks and visibly buckled wall reinforcement. The diaphragms may also exhibit cracking."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure is collapsed or is in imminent danger of collapse due to failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.URM.LC": {
-    "Description": "Structural, Unreinforced Masonry Bearing Walls, Low-Rise, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings include structural elements that vary depending on the building\u2019s age and, to a lesser extent, its geographic location. In buildings built before 1900, the majority of floor and roof construction consists of wood sheathing supported by wood framing. In large multistory buildings, the floors are cast- in-place concrete supported by the unreinforced masonry walls and/or steel or concrete interior framing. In unreinforced masonry constructed built after 1950 outside California, wood floors usually have plywood rather than board sheathing. In regions of lower seismicity, buildings of this type constructed more recently can include floor and roof framing that consists of metal deck and concrete fill supported by steel framing elements. The perimeter walls, and possibly some interior walls, are unreinforced masonry. The walls may or may not be anchored to the diaphragms. Ties between the walls and diaphragms are more common for the bearing walls than for walls that are parallel to the floor framing. Roof ties are usually less common and more erratically spaced than those at the floor levels. Interior partitions that interconnect the floors and roof can reduce diaphragm displacements.\nLow-Rise Building with 1-3 stories.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal, stair-step hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; movements of lintels; cracks at the base of parapets."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the walls exhibit larger diagonal cracks; masonry walls may have visible separation from diaphragms; significant cracking of parapets; some masonry may fall from walls or parapets."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most walls have suffered extensive cracking. Some parapets and gable end walls have fallen. Beams or trusses may have moved relative to their supports."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to in-plane or out-of-plane failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.URM.PC": {
-    "Description": "Structural, Unreinforced Masonry Bearing Walls, Low-Rise, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These buildings include structural elements that vary depending on the building\u2019s age and, to a lesser extent, its geographic location. In buildings built before 1900, the majority of floor and roof construction consists of wood sheathing supported by wood framing. In large multistory buildings, the floors are cast- in-place concrete supported by the unreinforced masonry walls and/or steel or concrete interior framing. In unreinforced masonry constructed built after 1950 outside California, wood floors usually have plywood rather than board sheathing. In regions of lower seismicity, buildings of this type constructed more recently can include floor and roof framing that consists of metal deck and concrete fill supported by steel framing elements. The perimeter walls, and possibly some interior walls, are unreinforced masonry. The walls may or may not be anchored to the diaphragms. Ties between the walls and diaphragms are more common for the bearing walls than for walls that are parallel to the floor framing. Roof ties are usually less common and more erratically spaced than those at the floor levels. Interior partitions that interconnect the floors and roof can reduce diaphragm displacements.\nLow-Rise Building with 1-3 stories.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Diagonal, stair-step hairline cracks on masonry wall surfaces; larger cracks around door and window openings in walls with a large proportion of openings; movements of lintels; cracks at the base of parapets."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Most wall surfaces exhibit diagonal cracks; some of the walls exhibit larger diagonal cracks; masonry walls may have visible separation from diaphragms; significant cracking of parapets; some masonry may fall from walls or parapets."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: In buildings with a relatively large area of wall openings, most walls have suffered extensive cracking. Some parapets and gable end walls have fallen. Beams or trusses may have moved relative to their supports."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Structure has collapsed or is in imminent danger of collapse due to in-plane or out-of-plane failure of the walls."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.MH.HC": {
-    "Description": "Structural, Mobile Homes, High-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are prefabricated housing units that are trucked to the site and then placed on isolated piers, jack stands, or masonry block foundations (usually without any positive anchorage). Floors and roofs of mobile homes are usually constructed with plywood and outside surfaces are covered with sheet metal.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Damage to some porches, stairs or other attached components."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Major movement of the mobile home over its supports, resulting in some damage to metal siding and stairs and requiring resetting of the mobile home on its supports."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Mobile home has fallen partially off its supports, often severing utility lines."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Mobile home has totally fallen off its supports; usually severing utility lines, with steep jack stands penetrating through the floor."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.MH.MC": {
-    "Description": "Structural, Mobile Homes, Moderate-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are prefabricated housing units that are trucked to the site and then placed on isolated piers, jack stands, or masonry block foundations (usually without any positive anchorage). Floors and roofs of mobile homes are usually constructed with plywood and outside surfaces are covered with sheet metal.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Damage to some porches, stairs or other attached components."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Major movement of the mobile home over its supports, resulting in some damage to metal siding and stairs and requiring resetting of the mobile home on its supports."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Mobile home has fallen partially off its supports, often severing utility lines."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Mobile home has totally fallen off its supports; usually severing utility lines, with steep jack stands penetrating through the floor."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.MH.LC": {
-    "Description": "Structural, Mobile Homes, Low-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are prefabricated housing units that are trucked to the site and then placed on isolated piers, jack stands, or masonry block foundations (usually without any positive anchorage). Floors and roofs of mobile homes are usually constructed with plywood and outside surfaces are covered with sheet metal.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Damage to some porches, stairs or other attached components."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Major movement of the mobile home over its supports, resulting in some damage to metal siding and stairs and requiring resetting of the mobile home on its supports."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Mobile home has fallen partially off its supports, often severing utility lines."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Mobile home has totally fallen off its supports; usually severing utility lines, with steep jack stands penetrating through the floor."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "STR.MH.PC": {
-    "Description": "Structural, Mobile Homes, Pre-Code",
-    "Comments": "Structural components represent the structural system in the building.\nStructural System: These are prefabricated housing units that are trucked to the site and then placed on isolated piers, jack stands, or masonry block foundations (usually without any positive anchorage). Floors and roofs of mobile homes are usually constructed with plywood and outside surfaces are covered with sheet metal.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Structural Damage: Damage to some porches, stairs or other attached components."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Structural Damage: Major movement of the mobile home over its supports, resulting in some damage to metal siding and stairs and requiring resetting of the mobile home on its supports."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Structural Damage: Mobile home has fallen partially off its supports, often severing utility lines."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Structural Damage: Mobile home has totally fallen off its supports; usually severing utility lines, with steep jack stands penetrating through the floor."
-        },
-        "DS5": {
-          "Description": "Collapse."
-        }
-      }
-    }
-  },
-  "NSD": {
-    "Description": "Drift-Sensitive Nonstructural",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-        }
-      }
-    }
-  },
-  "NSA.HC": {
-    "Description": "Acceleration-Sensitive Nonstructural, High-Code",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nDesign Level Approximate Basis:\nPost-1975 construction in UBC Seismic Zone 4, NEHRP Map Area 7.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-        }
-      }
-    }
-  },
-  "NSA.MC": {
-    "Description": "Acceleration-Sensitive Nonstructural, Moderate-Code",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nDesign Level Approximate Basis:\nPost-1941 construction in UBC Seismic Zone 3, NEHRP Map Area 6\nPost-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-        }
-      }
-    }
-  },
-  "NSA.LC": {
-    "Description": "Acceleration-Sensitive Nonstructural, Low-Code",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nDesign Level Approximate Basis:\n1941-1975 construction in UBC Seismic Zone 2B, NEHRP Map Area 5\nPost-1941 construction in UBC Seismic Zone 2A, NEHRP Map Area 4\nPost-1975 construction in UBC Seismic Zone 1, NEHRP Map Area 2/3",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-        }
-      }
-    }
-  },
-  "NSA.PC": {
-    "Description": "Acceleration-Sensitive Nonstructural, Pre-Code",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nDesign Level: Approximate Basis: UBC Seismic Zone 0, NEHRP Map Area 1.\nPre-1941 construction in all other UBC and NEHRP areas.\nPre-Code damage functions are appropriate for modeling older buildings that were not designed for earthquake load, regardless of where they are located in the United States.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-        }
-      }
-    }
-  },
-  "GF.H.S": {
-    "Description": "Ground Failure, Horizontal Direction, Shallow Foundation",
-    "Comments": "Under Ground Failure, separate fragility curves distinguish between damages due to lateral spreading and ground settlement. Only Extensive and Complete damage states are considered. In essence, buildings are assumed to be either undamaged or severely damaged due to ground failure. In fact, Slight or Moderate damage can occur due to ground failure, but the likelihood of this damage is considered to be small (relative to ground shaking damage) and tacitly included in predictions of Slight or Moderate damage due to ground shaking by STR or LF components. There is no available relationship between the likelihood of Extensive/Complete damage to buildings and PGD. Engineering judgment has been used to develop a set of assumptions which define building fragility.\nNo attempt is made to distinguish damage based on building type, since model building descriptions do not include foundation type. Foundation type is critical to PGD performance and buildings on deep foundations (e.g., piles) perform much better than buildings on spread footings, if the ground settles. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 10 from that predicted for settlement-induced damage of the same building on a shallow foundation. Deep foundations will improve building performance by only a limited amount if the ground spreads laterally. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 2 from that predicted for spread-induced damage of the same building on a shallow foundation.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Extensive structural damage due to ground failure."
-        },
-        "DS2": {
-          "Description": "Complete structural damage due to ground failure."
-        }
-      }
-    }
-  },
-  "GF.H.D": {
-    "Description": "Ground Failure, Horizontal Direction, Deep Foundation",
-    "Comments": "Under Ground Failure, separate fragility curves distinguish between damages due to lateral spreading and ground settlement. Only Extensive and Complete damage states are considered. In essence, buildings are assumed to be either undamaged or severely damaged due to ground failure. In fact, Slight or Moderate damage can occur due to ground failure, but the likelihood of this damage is considered to be small (relative to ground shaking damage) and tacitly included in predictions of Slight or Moderate damage due to ground shaking by STR or LF components. There is no available relationship between the likelihood of Extensive/Complete damage to buildings and PGD. Engineering judgment has been used to develop a set of assumptions which define building fragility.\nNo attempt is made to distinguish damage based on building type, since model building descriptions do not include foundation type. Foundation type is critical to PGD performance and buildings on deep foundations (e.g., piles) perform much better than buildings on spread footings, if the ground settles. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 10 from that predicted for settlement-induced damage of the same building on a shallow foundation. Deep foundations will improve building performance by only a limited amount if the ground spreads laterally. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 2 from that predicted for spread-induced damage of the same building on a shallow foundation.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Extensive structural damage due to ground failure."
-        },
-        "DS2": {
-          "Description": "Complete structural damage due to ground failure."
-        }
-      }
-    }
-  },
-  "GF.V.S": {
-    "Description": "Ground Failure, Vertical Direction, Shallow Foundation",
-    "Comments": "Under Ground Failure, separate fragility curves distinguish between damages due to lateral spreading and ground settlement. Only Extensive and Complete damage states are considered. In essence, buildings are assumed to be either undamaged or severely damaged due to ground failure. In fact, Slight or Moderate damage can occur due to ground failure, but the likelihood of this damage is considered to be small (relative to ground shaking damage) and tacitly included in predictions of Slight or Moderate damage due to ground shaking by STR or LF components. There is no available relationship between the likelihood of Extensive/Complete damage to buildings and PGD. Engineering judgment has been used to develop a set of assumptions which define building fragility.\nNo attempt is made to distinguish damage based on building type, since model building descriptions do not include foundation type. Foundation type is critical to PGD performance and buildings on deep foundations (e.g., piles) perform much better than buildings on spread footings, if the ground settles. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 10 from that predicted for settlement-induced damage of the same building on a shallow foundation. Deep foundations will improve building performance by only a limited amount if the ground spreads laterally. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 2 from that predicted for spread-induced damage of the same building on a shallow foundation.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Extensive structural damage due to ground failure."
-        },
-        "DS2": {
-          "Description": "Complete structural damage due to ground failure."
-        }
-      }
-    }
-  },
-  "GF.V.D": {
-    "Description": "Ground Failure, Vertical Direction, Deep Foundation",
-    "Comments": "Under Ground Failure, separate fragility curves distinguish between damages due to lateral spreading and ground settlement. Only Extensive and Complete damage states are considered. In essence, buildings are assumed to be either undamaged or severely damaged due to ground failure. In fact, Slight or Moderate damage can occur due to ground failure, but the likelihood of this damage is considered to be small (relative to ground shaking damage) and tacitly included in predictions of Slight or Moderate damage due to ground shaking by STR or LF components. There is no available relationship between the likelihood of Extensive/Complete damage to buildings and PGD. Engineering judgment has been used to develop a set of assumptions which define building fragility.\nNo attempt is made to distinguish damage based on building type, since model building descriptions do not include foundation type. Foundation type is critical to PGD performance and buildings on deep foundations (e.g., piles) perform much better than buildings on spread footings, if the ground settles. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 10 from that predicted for settlement-induced damage of the same building on a shallow foundation. Deep foundations will improve building performance by only a limited amount if the ground spreads laterally. When the building is known to be supported by a deep foundation, the probability of Extensive or Complete damage is reduced by a factor of 2 from that predicted for spread-induced damage of the same building on a shallow foundation.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Extensive structural damage due to ground failure."
-        },
-        "DS2": {
-          "Description": "Complete structural damage due to ground failure."
-        }
-      }
-    }
-  }
-}
\ No newline at end of file
diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_trnsp.csv b/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_trnsp.csv
deleted file mode 100644
index 3e144a06a..000000000
--- a/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_trnsp.csv
+++ /dev/null
@@ -1,35 +0,0 @@
-ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS2-DamageStateWeights,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS3-DamageStateWeights,LS4-Family,LS4-Theta_0,LS4-Theta_1,LS4-DamageStateWeights
-HRD.GF.1,0,Permanent Ground Deformation,inch,0,0,lognormal,12,0.7,,lognormal,24,0.7,,lognormal,60,0.7,,,,,
-HRD.GF.2,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.7,,lognormal,24,0.7,,,,,
-HWB.GS.1,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.4,0.6,,lognormal,0.5,0.6,,lognormal,0.7,0.6,,lognormal,0.9,0.6,
-HWB.GS.2,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6,
-HWB.GS.3,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6,
-HWB.GS.4,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6,
-HWB.GS.5,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6,
-HWB.GS.6,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6,
-HWB.GS.7,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6,
-HWB.GS.8,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6,
-HWB.GS.9,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6,
-HWB.GS.10,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6,
-HWB.GS.11,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6,
-HWB.GS.12,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6,
-HWB.GS.13,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6,
-HWB.GS.14,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6,
-HWB.GS.15,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6,
-HWB.GS.16,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6,
-HWB.GS.17,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6,
-HWB.GS.18,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6,
-HWB.GS.19,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6,
-HWB.GS.20,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6,
-HWB.GS.21,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6,
-HWB.GS.22,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6,
-HWB.GS.23,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6,
-HWB.GS.24,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6,
-HWB.GS.25,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6,
-HWB.GS.26,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6,
-HWB.GS.27,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6,
-HWB.GS.28,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6,
-HWB.GF,0,Permanent Ground Deformation,inch,0,0,lognormal,3.9,0.2,,lognormal,3.9,0.2,,lognormal,3.9,0.2,,lognormal,13.8,0.2,
-HTU.GS.1,0,Peak Ground Acceleration,g,0,0,lognormal,0.6,0.6,,lognormal,0.8,0.6,,,,,,,,,
-HTU.GS.2,0,Peak Ground Acceleration,g,0,0,lognormal,0.5,0.6,,lognormal,0.7,0.6,,,,,,,,,
-HTU.GF,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.5,,lognormal,60,0.5,,,,,
\ No newline at end of file
diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_trnsp.json b/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_trnsp.json
deleted file mode 100644
index 48ade25eb..000000000
--- a/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_trnsp.json
+++ /dev/null
@@ -1,889 +0,0 @@
-{
-  "_GeneralInformation": {
-    "ShortName": "Hazus Earthquake Methodology - Transportation",
-    "Description": "The models in this dataset are based on version 5.1 of the Hazus Earthquake Model Technical Manual",
-    "Version": "1.0",
-    "DecisionVariables": {
-      "Cost": "Repair costs are measured by loss ratios as percentage of replacement cost.",
-      "Time": "Repair time is measured in days and captures the time it takes to completely repair the damages."
-    },
-    "ComponentGroups": [
-      "HRD - Road segments",
-      "HWB - Bridges",
-      "HTU - Tunnels"
-    ]
-  },
-  "HRD.GF.1": {
-    "Description": "Major roads including interstate and state highways, other roads with four lanes or more, and parkways; railway tracks/roadbeds; or light rail track/roadbeds.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Roadway, railway or light rail track/roadbed damage due to slight (a few inches of ) settlement or offset of the ground."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Roadway, railway, or light rail track/roadbed damage due to moderate (several inches of ) settlement or offset of the ground. Moderate damage is characterized by considerable derailment and requires rail repairs to resume operations."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive/Complete Damage: Roadway, railway, or light rail track/roadbed damage due to extensive (a few feet of) settlement or offset of the ground.  Moderate damage results in potential derailment over an extended length of track and requires rail repairs to resume operations."
-        }
-      }
-    }
-  },
-  "HRD.GF.2": {
-    "Description": "Urban roads including intercity roads and other roads with two lanes.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Damage caused by slight (a few inches of) settlement or offset of the ground underlying a road segment."
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Damage caused by moderate (several inches of ) settlement or offset of the ground underlying a road segment."
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive/Complete Damage: Damage caused by extensive (a few feet of ) settlement or offset of the ground underlying a road segment."
-        }
-      }
-    }
-  },
-  "HWB.GS.1": {
-    "Description": "Conventional (early seismic) design major bridge of maximum span length greater than 150 m (492 ft)",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.2": {
-    "Description": "Modern seismic design major bridge of maximum span length greater than 150 m (492 ft)",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.3": {
-    "Description": "Conventional (early seismic) design single-span bridge",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.4": {
-    "Description": "Modern seismic design single-span bridge",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.5": {
-    "Description": "Non-California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.6": {
-    "Description": "California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.7": {
-    "Description": "Modern seismic design concrete bridge with multi-column bents and simply-supported spans",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.8": {
-    "Description": "California conventional (early seismic) design concrete bridge with single-column bents, box girder superstructure, and continuous spans",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.9": {
-    "Description": "California modern seismic design concrete bridge with single-column bents, box girder superstructure, and continuous spans",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.10": {
-    "Description": "Conventional (early seismic) design concrete bridge with continuous spans and not classified as HWB8",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.11": {
-    "Description": "Modern seismic design concrete bridge with continuous spans and not classified as HWB9",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.12": {
-    "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.13": {
-    "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.14": {
-    "Description": "Modern seismic design steel bridge with multi-column bents and simply-supported spans",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.15": {
-    "Description": "Conventional (early seismic) design steel bridge with continuous spans that are 20 m or longer and not classified as HWB12 or HWB13",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.16": {
-    "Description": "Modern seismic design steel bridge with continuous spans that are 20 m or longer and not classified as HWB14",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.17": {
-    "Description": "Non-California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.18": {
-    "Description": "California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.19": {
-    "Description": "Modern seismic design prestressed concrete bridge with multi-column bents and simply-supported spans",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.20": {
-    "Description": "Conventional (early seismic) design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.21": {
-    "Description": "Modern seismic design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.22": {
-    "Description": "Conventional (early seismic) design prestressed concrete bridge with with continuous spans and not classified as HWB20",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.23": {
-    "Description": "Modern seismic design prestressed concrete bridge with with continuous spans and not classified as HWB21",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.24": {
-    "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.25": {
-    "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.26": {
-    "Description": "Non-California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB24",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.27": {
-    "Description": "California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB25",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GS.28": {
-    "Description": "A bridge that is not classified as HWB1-HWB27",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments"
-        }
-      },
-      "LS4": {
-        "DS4": {
-          "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-        }
-      }
-    }
-  },
-  "HWB.GF": {
-    "Description": "All bridges subjected ground failure effects",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Extensive Damage: Incipient unseating of the bridge supersturcture"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Complete Damage: Partial or total bridge collapse"
-        }
-      }
-    }
-  },
-  "HTU.GS.1": {
-    "Description": "Any bored/drilled tunnel subjected to ground shaking effects",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling"
-        }
-      }
-    }
-  },
-  "HTU.GS.2": {
-    "Description": "Any cut & cover tunnel subjected to ground shaking effects",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling"
-        }
-      }
-    }
-  },
-  "HTU.GF": {
-    "Description": "Any tunnel subjected to ground failure effects",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal"
-        }
-      },
-      "LS2": {
-        "DS2": {
-          "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling"
-        }
-      },
-      "LS3": {
-        "DS3": {
-          "Description": "Extensive/Complete Damage: Major ground settlement at a tunnel portal and extensive/major cracking of the tunnel liner, which may include possible collapse"
-        }
-      }
-    }
-  }
-}
diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_water.csv b/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_water.csv
deleted file mode 100644
index ae88d898e..000000000
--- a/pelicun/resources/SimCenterDBDL/damage_DB_Hazus_EQ_water.csv
+++ /dev/null
@@ -1,5 +0,0 @@
-ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-DamageStateWeights
-PWP.B.GS,0,Peak Ground Velocity,cmps,0,0,multilinear_CDF,"0.1,2,3,4,5,6,8,10,15,20,30,40,50,60,80,100,150,200,300,400,500,579|0.00,0.00000290,0.00000722,0.00001379,0.00002279,0.00003435,0.00006561,0.00010840,0.00026993,0.00051566,0.00128401,0.00245290,0.00405254,0.00610781,0.01166803,0.01927724,0.04800100,0.09169855,0.22833253,0.43619425,0.72065511,1.00",0.8 | 0.2
-PWP.D.GS,0,Peak Ground Velocity,cmps,0,0,multilinear_CDF,"0.2,3,4,5,6,8,10,15,20,30,40,50,60,80,100,150,200,300,400,500,600,800,990|0.00,0.00000217,0.00000414,0.00000684,0.00001030,0.00001968,0.00003252,0.00008098,0.00015470,0.00038520,0.00073587,0.00121576,0.00183234,0.00350041,0.00578317,0.01440030,0.02750956,0.06849976,0.13085828,0.21619653,0.32584160,0.62247037,1.00",0.8 | 0.2
-PWP.B.GF,0,Permanent Ground Deformation,inch,0,0,multilinear_CDF,"0.008,0.1,0.2,0.3,0.4,0.5,0.6,0.8,1,2,3,4,5,6,8,10,15,20,30,40,50,60,80,100,150,200,300,400,500,600,800,1000,2000,3000,4000,5000,6000,8000,9050|0.00,0.00167898,0.00247527,0.00310622,0.00364921,0.00413493,0.00457941,0.00537991,0.00609600,0.00898715,0.01127802,0.01324947,0.01501302,0.01662684,0.01953329,0.02213324,0.02777513,0.03263035,0.04094802,0.04810592,0.05450899,0.06036840,0.07092108,0.08036093,0.10084539,0.11847365,0.14867326,0.17466205,0.19791019,0.21918441,0.25749888,0.29177290,0.43015181,0.53979998,0.63415957,0.71856848,0.79581049,0.93492194,1.00",0.2 | 0.8
-PWP.D.GF,0,Permanent Ground Deformation,inch,0,0,multilinear_CDF,"0.3,0.4,0.5,0.6,0.8,1,2,3,4,5,6,8,10,15,20,30,40,50,60,80,100,150,200,300,400,500,600,800,1000,2000,3000,4000,5000,6000,8000,10000,20000,30000,40000,50000,60000,80000|0.00,0.00109476,0.00124048,0.00137382,0.00161397,0.00182880,0.00269614,0.00338341,0.00397484,0.00450391,0.00498805,0.00585999,0.00663997,0.00833254,0.00978911,0.01228440,0.01443178,0.01635270,0.01811052,0.02127632,0.02410828,0.03025362,0.03554209,0.04460198,0.05239862,0.05937306,0.06575532,0.07724967,0.08753187,0.12904554,0.16193999,0.19024787,0.21557054,0.23874315,0.28047658,0.31780902,0.46853605,0.58796858,0.69074827,0.78268933,0.86682397,1.00",0.2 | 0.8
\ No newline at end of file
diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_HU.csv b/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_HU.csv
deleted file mode 100644
index 549d1b486..000000000
--- a/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_HU.csv
+++ /dev/null
@@ -1,65 +0,0 @@
-ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights
-RWC.001,0,Peak Tension Force,kN,0,1,normal,5.84,0.1,
-RWC.STR.001,0,Peak Tension Force,kN,0,1,normal,5.338,0.3,
-RWC.TN.001a,0,Peak Tension Force,kN,0,1,normal,2.98,0.3,
-RWC.TN.001b,0,Peak Tension Force,kN,0,1,normal,1.92,0.23,
-RWC.TN.001c,0,Peak Tension Force,kN,0,1,normal,1.846,0.25,
-RWC.TN.STR.001,0,Peak Tension Force,kN,0,1,normal,7.31,0.1,
-RWC.TN.STR.002,0,Peak Tension Force,kN,0,1,normal,8.47,0.11,
-RWC.TN.STR.003,0,Peak Tension Force,kN,0,1,normal,14.35,0.1,
-RWC.TN.STR.004,0,Peak Tension Force,kN,0,1,normal,9.22,0.11,
-RWC.TN.STR.005,0,Peak Tension Force,kN,0,1,normal,8.56,0.11,
-RWC.TN.STR.006,0,Peak Tension Force,kN,0,1,normal,13.41,0.09,
-RWC.TN.STR.007,0,Peak Tension Force,kN,0,1,normal,12.21,0.12,
-RWC.EPX.001,0,Peak Tension Force,kN,0,1,normal,7.53,0.37,
-RWC.TN.EPX.001,0,Peak Tension Force,kN,0,1,normal,7.98,0.29,
-RWC.TN.EPX.002,0,Peak Tension Force,kN,0,1,normal,6.55,0.16,
-RWC.TN.EPX.003,0,Peak Tension Force,kN,0,1,normal,6.11,0.19,
-RWC.TN.EPX.004,0,Peak Tension Force,kN,0,1,normal,9.67,0.34,
-RWC.TN.ADH.001,0,Peak Tension Force,kN,0,1,normal,6.6,0.19,
-RWC.TN.ADH.002,0,Peak Tension Force,kN,0,1,normal,4.95,0.33,
-RWC.TN.ADH.003,0,Peak Tension Force,kN,0,1,normal,5.21,0.21,
-RWC.TN.ADH.004,0,Peak Tension Force,kN,0,1,normal,2.81,0.17,
-RWC.TN.ADH.005,0,Peak Tension Force,kN,0,1,normal,4.1,0.31,
-RWC.TN.ADH.006,0,Peak Tension Force,kN,0,1,normal,3.79,0.09,
-RWC.TN.002,0,Peak Tension Force,kN,0,1,normal,12.56,0.1,
-RWC.HCL.001a,0,Peak Tension Force,kN,0,1,normal,5.836,0.12,
-RWC.HCL.001b,0,Peak Tension Force,kN,0,1,normal,5.836,0.1,
-RWC.HCL.001c,0,Peak Tension Force,kN,0,1,normal,5.391,0.15,
-RWC.TN.003a,0,Peak Tension Force,kN,0,1,normal,1.557,0.16,
-RWC.TN.003b,0,Peak Tension Force,kN,0,1,normal,1.51,0.36,
-RWC.TN.004,0,Peak Tension Force,kN,0,1,normal,1.83,0.34,
-RWC.TN.005,0,Peak Tension Force,kN,0,1,normal,1.97,0.38,
-RWC.TN.006a,0,Peak Tension Force,kN,0,1,normal,1.56,0.164,
-RWC.TN.006b,0,Peak Tension Force,kN,0,1,normal,2.59,0.212,
-RWC.TN.006c,0,Peak Tension Force,kN,0,1,normal,2.69,0.155,
-WIN.001a,0,Peak Wind Pressure,kPa,0,1,normal,3.35,0.3,
-WIN.001b,0,Peak Wind Pressure,kPa,0,1,normal,2.4,0.2,
-WIN.002,0,Peak Wind Pressure,kPa,0,1,weibull,2.629,4.7,
-WIN.003,0,Peak Wind Pressure,kPa,0,1,weibull,1.853,4.8,
-WIN.004,0,Peak Wind Pressure,kPa,0,1,normal,6.7,0.3,
-WIN.005,0,Peak Wind Pressure,kPa,0,1,normal,5.03,0.3,
-WIN.006,0,Peak Wind Pressure,kPa,0,1,normal,2.61,0.25,
-WIN.007a,0,Peak Wind Pressure,kPa,0,1,normal,1.534,0.25,
-WIN.007b,0,Peak Wind Pressure,kPa,0,1,normal,2.454,0.25,
-WIN.008,0,Peak Wind Pressure,kPa,0,1,normal,4.602,0.25,
-WIN.009,0,Peak Wind Pressure,kPa,0,1,normal,5,0.2,
-WIN.010,0,Peak Wind Pressure,kPa,0,1,normal,3.33,0.2,
-WIN.011,0,Peak Wind Pressure,kPa,0,1,normal,2.5,0.2,
-WIN.012,0,Peak Wind Pressure,kPa,0,1,normal,1.78,0.2,
-DOR.REG.001a,0,Peak Wind Pressure,kPa,0,1,normal,3.59,0.3,
-DOR.REG.001b,0,Peak Wind Pressure,kPa,0,1,normal,3.6,0.2,
-DOR.REG.001c,0,Peak Wind Pressure,kPa,0,1,normal,2.394,0.2,
-DOR.REG.002,0,Peak Wind Pressure,kPa,0,1,normal,7.18,0.3,
-DOR.REG.003,0,Peak Wind Pressure,kPa,0,1,normal,5.41,0.3,
-DOR.REG.004a,0,Peak Wind Pressure,kPa,0,1,normal,2.45,0.25,
-DOR.REG.004b,0,Peak Wind Pressure,kPa,0,1,weibull,4.86,4.5,
-DOR.REG.005,0,Peak Wind Pressure,kPa,0,1,normal,4.79,0.2,
-DOR.GAR.001a,0,Peak Wind Pressure,kPa,0,1,normal,2.39,0.3,
-DOR.GAR.001b,0,Peak Wind Pressure,kPa,0,1,normal,2.5,0.2,
-DOR.GAR.001c,0,Peak Wind Pressure,kPa,0,1,normal,3.49,0.2,
-DOR.GAR.001d,0,Peak Wind Pressure,kPa,0,1,normal,1.436,0.2,
-DOR.GAR.002,0,Peak Wind Pressure,kPa,0,1,normal,3.59,0.3,
-DOR.GAR.003,0,Peak Wind Pressure,kPa,0,1,normal,2.49,0.2,
-DOR.GAR.004,0,Peak Wind Pressure,kPa,0,1,normal,0.479,0.2,
-DOR.GAR.005,0,Peak Wind Pressure,kPa,0,1,normal,0.958,0.2,
\ No newline at end of file
diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_HU.json b/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_HU.json
deleted file mode 100644
index 837e96746..000000000
--- a/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_HU.json
+++ /dev/null
@@ -1,556 +0,0 @@
-{
-  "_GeneralInformation": {
-    "ShortName": "SimCenter Hurricane Component Library",
-    "Description": "This dataset is a collection of component-level damage models from the literature and public resources. Every entry has one or more corresponding publications identified that provide more information about its calibration and application limits.",
-    "Version": "0.1",
-    "ComponentGroups": {
-      "RWC - Roof-Wall Connection": {
-        "RWC.EPX - Epoxy only": [],
-        "RWC.HCL - Hurricane Clip": [],
-        "RWC.STR - Straps only": [],
-        "RWC.TN - Toe nail": [
-          "RWC.TN.STR - Toe nail with straps",
-          "RWC.TN.EPX - Toe nail and epoxy",
-          "RWC.TN.ADH - Toe nail with adhesive"
-        ]
-      },
-      "WIN - Windows": [],
-      "DOR - Doors": [
-        "DOR.REG - Regular Doors",
-        "DOR.GAR - Garage Doors"
-      ]
-    }
-  },
-  "References":{
-    "canfield1991": "Canfield, L. R., Niu, S. H., & Liu, H. (1991). Uplift resistance of various rafter-wall connections. Forest products journal, 41(7-8), 27-34.",
-    "cheng2004": "Cheng, J. (2004). Testing and analysis of the toe-nailed connection in the residential roof-to-wall system. Forest products journal, 54(4).",
-    "dong2016": "Dong, Y., & Li, Y. (2016). Risk-based assessment of wood residential construction subjected to hurricane events considering indirect and environmental loss. Sustainable and Resilient Infrastructure, 1(1-2), 46-62.",
-    "gurley2005": "Gurley, K., Pinelli, J.-P., Subramanian, C., Cope, A., Zhang, L., Murphree, J., Artiles, A., Misra, P., Gulati, S., and Simiu, E. (2005). Florida Public Hurricane Loss Projection Model engineering team final report volume II: Predicting the vulnerability of typical residential buildings to hurricane damage. Technical report, International Hurricane Research Center, Florida International University",
-    "jain2020": "Jain, A., Bhusar, A. A., Roueche, D. B., & Prevatt, D. O. (2020). Engineering-based tornado damage assessment: numerical tool for assessing tornado vulnerability of residential structures. Frontiers in Built Environment, 6, 89.",
-    "li2006": "Li, Y., & Ellingwood, B. R. (2006). Hurricane damage to residential construction in the US: Importance of uncertainty modeling in risk assessment. Engineering structures, 28(7), 1009-1018. Li, Y., van de Lindt, J. W., Dao, T., Bjarnadottir, S., & Ahuja, A. (2012). Loss analysis for combined wind and surge in hurricanes. Natural hazards review, 13(1), 1-10.",
-    "peng2013": "Peng, Jiazhen. Modeling natural disaster risk management: Integrating the roles of insurance and retrofit and multiple stakeholder perspectives. University of Delaware, 2013.",
-    "reed1996": "Reed, T. D., Rosowsky, D. V., & Schiff, S. D. (1996). Roof rafter to top-plate connections in coastal residential construction. In International Wood Engineering Conference (pp. 4-458).",
-    "reed1997": "Reed, T. D., Rosowsky, D. V., & Schiff, S. D. (1997). Uplift capacity of light-frame rafter to top plate connections. Journal of architectural engineering, 3(4), 156-163.",
-    "shanmugam2009": "Shanmugam, B., Nielson, B. G., & Prevatt, D. O. (2009). Statistical and analytical models for roof components in existing light-framed wood structures. Engineering Structures, 31(11), 2607-2616.",
-    "vandelindt2013": "van de Lindt, J. W., Pei, S., Dao, T., Graettinger, A., Prevatt, D. O., Gupta, R., & Coulbourne, W. (2013). Dual-objective-based tornado design philosophy. Journal of Structural Engineering, 139(2), 251-263.",
-    "vickery2006": "Vickery, P. J., Skerlj, P. F., Lin, J., Twisdale Jr, L. A., Young, M. A., & Lavelle, F. M. (2006). HAZUS-MH hurricane model methodology. II: Damage and loss estimation. Natural Hazards Review, 7(2), 94-103."
-  },
-  "RWC.001": {
-    "Description": "Roof-Wall Connection",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "dong2016",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.STR.001": {
-    "Description": "Roof-Wall Connection with Straps",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "vickery2006",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.001a": {
-    "Description": "Roof-Wall Connection with Toe nails",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "peng2013",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.001b": {
-    "Description": "Roof-Wall Connection with Toe nails",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": ["reed1997","shanmugam2009"],
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.001c": {
-    "Description": "Roof-Wall Connection with Toe nails",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "vickery2006",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.STR.001": {
-    "Description": "Roof-Wall Connection with Toe nails and a small strap inside",
-    "Comments": "The small strap is located on the inside of the wall.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.STR.002": {
-    "Description": "Roof-Wall Connection with Toe nails and a small strap outside",
-    "Comments": "The small strap is located on the outside of the wall.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.STR.003": {
-    "Description": "Roof-Wall Connection with Toe nails and small straps on both sides",
-    "Comments": "Two small straps are installed, one inside and one outside of the wall.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.STR.004": {
-    "Description": "Roof-Wall Connection with Toe nails, a small strap outside, and plywood nailed.",
-    "Comments": "The small strap is located on the outside of the wall. A plywood is nailed to the plate on the wall as spacer.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.STR.005": {
-    "Description": "Roof-Wall Connection with Toe nails, a small strap outside, and plywood not nailed.",
-    "Comments": "The small strap is located on the outside of the wall. A plywood is installed as spacer but not nailed to the plate on the wall.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.STR.006": {
-    "Description": "Roof-Wall Connection with Toe nails and a large strap outside",
-    "Comments": "The large strap is located on the outside of the wall.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.STR.007": {
-    "Description": "Roof-Wall Connection with Toe nails and a large strap inside",
-    "Comments": "The large strap is located on the inside of the wall.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.EPX.001": {
-    "Description": "Roof-Wall Connection with Epoxy.",
-    "Comments": "Epoxy set for one week, no toe nails used.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.EPX.001": {
-    "Description": "Roof-Wall Connection with Toe nails and epoxy.",
-    "Comments": "Epoxy set for one week, toe-nailed when epoxy is wet.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.EPX.002": {
-    "Description": "Roof-Wall Connection with Toe nails and epoxy on small wood blocks.",
-    "Comments": "Epoxy set for one week.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.EPX.003": {
-    "Description": "Roof-Wall Connection with Toe nails and epoxy on small wood blocks.",
-    "Comments": "Epoxy set for 24-48 hrs.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.EPX.004": {
-    "Description": "Roof-Wall Connection with Toe nails and epoxy on large wood blocks.",
-    "Comments": "Epoxy set for one week.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.ADH.001": {
-    "Description": "Roof-Wall Connection with Toe nails and acrylic adhesive",
-    "Comments": "Adhesive set for one week, toe-nailed when adhesive is wet.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.ADH.002": {
-    "Description": "Roof-Wall Connection with Toe nails and soaked with acrylic adhesive.",
-    "Comments": "Wood first soaked for 24 hours, then toe-nailed when adhesive is wet.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.ADH.003": {
-    "Description": "Roof-Wall Connection with Toe nails and acrylic adhesive on small wood blocks.",
-    "Comments": "Adhesive set for one week.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.ADH.004": {
-    "Description": "Roof-Wall Connection with Toe nails and 1/4 inch acrylic adhesive bead",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.ADH.005": {
-    "Description": "Roof-Wall Connection with Toe nails and 1/2 inch acrylic adhesive bead",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.ADH.006": {
-    "Description": "Roof-Wall Connection with Toe nails and foaming polyurethane adhesive.",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "reed1997",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.002": {
-    "Description": "Roof-Wall Connection with Toe nails and Simpson Strong-Tie H10.",
-    "Comments": "Simpson Strong-Tie H10 metal connector installed on every truss.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "peng2013",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.HCL.001a": {
-    "Description": "Roof-Wall Connection with Hurricane Clip H2.5.",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "vandelindt2013",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.HCL.001b": {
-    "Description": "Roof-Wall Connection with Hurricane Clip H2.5.",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": ["li2006","canfield1991"],
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.HCL.001c": {
-    "Description": "Roof-Wall Connection with Hurricane Clip H2.5.",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": ["li2006","canfield1991"],
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.003a": {
-    "Description": "Roof-Wall Connection with Toe nails, 2-16d layout.",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "vandelindt2013",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.003b": {
-    "Description": "Roof-Wall Connection with Toe nails, 2-16d layout.",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": "shanmugam2009",
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.004": {
-    "Description": "Roof-Wall Connection with Toe nails, 3-8d layout.",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": ["li2006","reed1996"],
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.005": {
-    "Description": "Roof-Wall Connection with Toe nails, 3-16d layout.",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": ["jain2020","shanmugam2009"],
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.006a": {
-    "Description": "Roof-Wall Connection with Toe nails, 2-16d layout, box nails.",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": ["shanmugam2009","cheng2004"],
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.006b": {
-    "Description": "Roof-Wall Connection with Toe nails, 2-16d layout, box nails.",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": ["shanmugam2009","cheng2004"],
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "RWC.TN.006c": {
-    "Description": "Roof-Wall Connection with Toe nails, 2-16d layout, box nails.",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": ["shanmugam2009","cheng2004"],
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Tension from uplift"
-        }
-      }
-    }
-  },
-  "WIN.001a": {
-    "Description": "Windows - General fragility",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": ["peng2013","gurley2005"],
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Glass breaking"
-        }
-      }
-    }
-  },
-  "DOR.REG.001a": {
-    "Description": "Doors - General fragility",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": ["peng2013","gurley2005"],
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Door panel torn from hinges"
-        }
-      }
-    }
-  },
-  "DOR.GAR.001a": {
-    "Description": "Garage Door - General fragility",
-    "Comments": "...",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "Reference": ["peng2013","gurley2005"],
-    "LimitStates": {
-      "LS1": {
-        "DS1": {
-          "Description": "Garage door torn from tracks"
-        }
-      }
-    }
-  }
-}
\ No newline at end of file
diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_Hazus_HU_bldg.csv b/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_Hazus_HU_bldg.csv
deleted file mode 100644
index 42c6008fd..000000000
--- a/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_Hazus_HU_bldg.csv
+++ /dev/null
@@ -1,25821 +0,0 @@
-ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS4-Family,LS4-Theta_0,LS4-Theta_1
-C.ECB.H.bur.0.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.5,normal,106.8,13.3,normal,135.3,12.1,lognormal,178.1,0.14
-C.ECB.H.bur.0.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.4,10.3,normal,93.4,8.7,normal,114.4,7.6,lognormal,161.0,0.12
-C.ECB.H.bur.0.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.5,11.0,normal,94.3,9.9,lognormal,122.0,0.1,lognormal,162.9,0.14
-C.ECB.H.bur.0.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,12.0,normal,99.5,10.6,normal,122.7,8.5,lognormal,166.5,0.12
-C.ECB.H.bur.0.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,14.2,normal,104.4,12.7,normal,131.2,10.8,lognormal,172.6,0.13
-C.ECB.H.bur.0.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,15.7,lognormal,107.9,0.15,normal,157.2,9.5,lognormal,157.3,0.06
-C.ECB.H.bur.0.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,11.3,normal,96.8,10.1,lognormal,128.3,0.08,lognormal,128.4,0.08
-C.ECB.H.bur.0.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,12.4,normal,97.3,11.5,normal,144.8,11.5,normal,144.9,12.1
-C.ECB.H.bur.0.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,13.4,normal,102.1,11.9,normal,138.9,10.1,lognormal,139.0,0.08
-C.ECB.H.bur.0.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,15.0,normal,105.9,13.4,normal,151.4,10.4,normal,151.5,10.4
-C.ECB.H.bur.0.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,15.3,lognormal,107.5,0.14,normal,149.5,9.2,normal,217.4,16.3
-C.ECB.H.bur.0.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.8,10.6,normal,95.1,9.2,lognormal,121.2,0.08,normal,196.4,15.0
-C.ECB.H.bur.0.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.7,11.6,normal,95.9,10.6,normal,135.1,11.1,normal,190.7,15.1
-C.ECB.H.bur.0.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,12.6,normal,100.9,11.5,normal,130.7,9.2,normal,202.5,14.5
-C.ECB.H.bur.0.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,14.5,normal,105.4,13.3,lognormal,142.2,0.07,normal,211.1,15.9
-C.ECB.H.bur.0.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,15.5,lognormal,107.5,0.14,lognormal,138.8,0.11,lognormal,181.4,0.16
-C.ECB.H.bur.0.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.9,11.3,normal,96.3,10.1,normal,119.9,9.8,normal,164.1,17.6
-C.ECB.H.bur.0.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.5,12.1,normal,96.5,11.1,normal,124.8,12.4,normal,162.9,21.6
-C.ECB.H.bur.0.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,13.1,normal,101.4,11.7,normal,126.7,10.4,lognormal,171.8,0.14
-C.ECB.H.bur.0.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,14.9,lognormal,105.8,0.14,lognormal,134.6,0.1,normal,177.2,23.6
-C.ECB.H.bur.0.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,15.7,lognormal,107.7,0.15,lognormal,168.1,0.09,lognormal,168.2,0.08
-C.ECB.H.bur.0.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,12.7,normal,99.2,11.5,lognormal,139.5,0.1,lognormal,139.6,0.1
-C.ECB.H.bur.0.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.4,13.5,lognormal,99.0,0.14,normal,148.1,11.0,normal,148.2,11.2
-C.ECB.H.bur.0.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,14.3,normal,103.5,13.0,lognormal,151.3,0.1,lognormal,151.4,0.1
-C.ECB.H.bur.0.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,15.4,lognormal,106.5,0.14,normal,160.4,11.7,lognormal,160.5,0.08
-C.ECB.H.bur.0.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,15.6,lognormal,107.7,0.14,normal,157.2,10.6,lognormal,233.7,0.1
-C.ECB.H.bur.0.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,11.9,normal,97.8,10.8,lognormal,129.6,0.09,normal,198.1,14.9
-C.ECB.H.bur.0.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.5,13.0,normal,97.9,11.9,normal,139.6,11.1,normal,190.7,15.3
-C.ECB.H.bur.0.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,13.6,normal,102.2,12.2,lognormal,140.3,0.09,lognormal,208.5,0.08
-C.ECB.H.bur.0.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,15.1,lognormal,106.1,0.14,normal,151.5,11.5,lognormal,218.6,0.08
-C.ECB.H.bur.0.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.9,lognormal,107.7,0.15,lognormal,140.6,0.12,lognormal,187.7,0.19
-C.ECB.H.bur.0.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.9,12.0,normal,98.6,10.9,normal,124.4,10.3,normal,168.9,19.0
-C.ECB.H.bur.0.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,13.2,normal,98.5,12.4,normal,126.3,13.0,normal,165.5,23.6
-C.ECB.H.bur.0.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,14.0,normal,103.0,12.8,normal,131.0,12.1,normal,176.6,21.7
-C.ECB.H.bur.0.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,15.5,normal,106.2,13.9,lognormal,137.7,0.12,normal,184.1,27.7
-C.ECB.H.bur.0.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.1,lognormal,108.0,0.15,normal,173.0,12.1,lognormal,173.1,0.07
-C.ECB.H.bur.0.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,13.7,lognormal,101.5,0.14,normal,145.4,11.8,lognormal,145.6,0.09
-C.ECB.H.bur.0.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,14.2,lognormal,99.8,0.15,normal,149.6,10.8,normal,149.7,10.8
-C.ECB.H.bur.0.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,14.9,lognormal,104.1,0.14,normal,154.9,10.7,normal,155.0,10.5
-C.ECB.H.bur.0.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.8,lognormal,106.8,0.15,normal,167.4,13.3,lognormal,167.5,0.09
-C.ECB.H.bur.0.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.9,lognormal,108.0,0.15,lognormal,163.4,0.08,normal,231.2,17.9
-C.ECB.H.bur.0.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.8,12.7,normal,99.8,11.6,normal,135.5,10.6,normal,199.9,14.5
-C.ECB.H.bur.0.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.8,13.8,lognormal,99.6,0.14,normal,141.6,10.3,normal,190.3,16.0
-C.ECB.H.bur.0.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,14.6,normal,103.7,13.2,normal,147.1,11.4,normal,209.9,15.6
-C.ECB.H.bur.0.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.7,lognormal,106.5,0.14,normal,157.0,11.0,normal,214.9,13.7
-C.ECB.H.bur.0.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.3,lognormal,108.0,0.15,lognormal,141.1,0.13,lognormal,165.9,0.13
-C.ECB.H.bur.0.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.7,lognormal,103.0,0.15,lognormal,133.5,0.13,lognormal,157.6,0.13
-C.ECB.H.bur.0.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.7,lognormal,100.5,0.15,lognormal,129.0,0.12,lognormal,152.8,0.14
-C.ECB.H.bur.0.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.7,lognormal,104.8,0.15,lognormal,136.5,0.13,lognormal,160.4,0.13
-C.ECB.H.bur.0.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,normal,106.3,13.9,lognormal,138.8,0.12,lognormal,164.8,0.13
-C.ECB.H.bur.0.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.2,lognormal,107.8,0.15,lognormal,185.6,0.09,lognormal,185.7,0.09
-C.ECB.H.bur.0.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,103.0,0.15,lognormal,166.5,0.08,lognormal,166.6,0.08
-C.ECB.H.bur.0.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,100.6,0.15,lognormal,154.4,0.07,lognormal,154.5,0.07
-C.ECB.H.bur.0.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.6,lognormal,104.6,0.14,normal,173.9,13.8,lognormal,174.0,0.08
-C.ECB.H.bur.0.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.0,normal,106.5,14.0,normal,181.0,13.5,lognormal,181.2,0.08
-C.ECB.H.bur.0.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.8,lognormal,108.3,0.15,normal,176.9,14.6,normal,226.0,16.7
-C.ECB.H.bur.0.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,103.0,0.15,normal,158.5,11.1,normal,202.9,16.1
-C.ECB.H.bur.0.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.1,lognormal,100.2,0.15,lognormal,148.4,0.08,lognormal,186.7,0.08
-C.ECB.H.bur.0.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.6,lognormal,104.9,0.15,normal,166.5,13.0,normal,212.8,16.7
-C.ECB.H.bur.0.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,lognormal,106.8,0.15,lognormal,174.3,0.09,lognormal,221.7,0.08
-C.ECB.H.bur.1.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,107.9,0.15,lognormal,188.1,0.12,lognormal,218.1,0.13
-C.ECB.H.bur.1.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,103.2,0.15,lognormal,163.6,0.08,lognormal,207.9,0.12
-C.ECB.H.bur.1.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,15.3,lognormal,100.2,0.15,lognormal,168.2,0.1,lognormal,195.1,0.11
-C.ECB.H.bur.1.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,15.5,lognormal,105.0,0.15,lognormal,173.9,0.09,normal,210.9,23.6
-C.ECB.H.bur.1.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.0,lognormal,106.8,0.15,normal,183.3,18.0,normal,214.6,23.0
-C.ECB.H.bur.1.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.1,lognormal,108.4,0.15,normal,220.2,13.8,normal,220.3,13.8
-C.ECB.H.bur.1.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.3,lognormal,102.8,0.15,normal,191.2,14.9,lognormal,191.4,0.08
-C.ECB.H.bur.1.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.6,lognormal,100.8,0.15,normal,202.0,16.0,normal,202.1,16.0
-C.ECB.H.bur.1.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.8,lognormal,104.9,0.15,normal,201.1,12.9,lognormal,201.2,0.07
-C.ECB.H.bur.1.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,15.9,lognormal,107.0,0.15,normal,217.5,15.1,normal,217.7,14.8
-C.ECB.H.bur.1.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.9,lognormal,108.2,0.15,normal,206.6,12.4,lognormal,250.0,0.06
-C.ECB.H.bur.1.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.4,lognormal,103.1,0.15,normal,176.4,12.7,lognormal,250.0,0.08
-C.ECB.H.bur.1.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.4,lognormal,100.5,0.15,lognormal,187.5,0.1,normal,235.8,18.4
-C.ECB.H.bur.1.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.8,lognormal,105.0,0.15,lognormal,188.4,0.08,lognormal,250.0,0.06
-C.ECB.H.bur.1.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.8,lognormal,106.6,0.15,lognormal,201.4,0.08,lognormal,250.0,0.06
-C.ECB.H.bur.1.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,108.1,0.15,normal,186.7,19.1,lognormal,226.4,0.15
-C.ECB.H.bur.1.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,103.2,0.15,normal,159.7,11.9,normal,207.2,21.0
-C.ECB.H.bur.1.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.4,0.15,normal,166.0,15.1,normal,195.5,19.3
-C.ECB.H.bur.1.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.8,lognormal,104.7,0.15,lognormal,170.5,0.09,lognormal,213.9,0.13
-C.ECB.H.bur.1.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,16.2,lognormal,106.8,0.15,normal,180.0,16.1,normal,217.2,25.1
-C.ECB.H.bur.1.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.8,lognormal,108.0,0.15,lognormal,224.0,0.09,lognormal,224.1,0.09
-C.ECB.H.bur.1.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.6,lognormal,102.9,0.15,lognormal,184.1,0.08,lognormal,184.2,0.08
-C.ECB.H.bur.1.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,100.6,0.15,normal,198.5,16.5,lognormal,198.6,0.09
-C.ECB.H.bur.1.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.9,lognormal,105.0,0.15,normal,198.1,15.8,normal,198.2,16.8
-C.ECB.H.bur.1.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,16.0,normal,106.5,14.0,normal,208.9,13.8,normal,209.0,14.1
-C.ECB.H.bur.1.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.2,lognormal,108.4,0.15,normal,203.3,12.7,lognormal,250.0,0.06
-C.ECB.H.bur.1.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,102.8,0.15,normal,171.9,15.0,normal,245.6,18.6
-C.ECB.H.bur.1.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.3,0.15,lognormal,183.7,0.11,normal,236.5,17.2
-C.ECB.H.bur.1.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.6,lognormal,105.1,0.15,lognormal,183.4,0.08,lognormal,250.0,0.06
-C.ECB.H.bur.1.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.8,lognormal,106.6,0.15,normal,197.0,13.3,lognormal,250.0,0.06
-C.ECB.H.bur.1.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,16.5,lognormal,108.0,0.15,normal,184.9,18.0,normal,220.3,24.9
-C.ECB.H.bur.1.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.2,lognormal,102.8,0.15,normal,156.1,10.7,lognormal,210.5,0.12
-C.ECB.H.bur.1.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.2,lognormal,100.2,0.15,lognormal,163.6,0.09,lognormal,196.5,0.11
-C.ECB.H.bur.1.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.7,lognormal,105.0,0.15,lognormal,167.9,0.08,lognormal,217.1,0.13
-C.ECB.H.bur.1.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.8,lognormal,107.1,0.15,normal,177.9,14.7,normal,218.6,24.3
-C.ECB.H.bur.1.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.0,lognormal,107.8,0.15,normal,214.4,14.3,normal,214.5,14.1
-C.ECB.H.bur.1.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.4,lognormal,102.9,0.15,normal,178.7,11.4,lognormal,178.8,0.07
-C.ECB.H.bur.1.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.3,0.15,normal,194.7,17.2,normal,194.8,17.2
-C.ECB.H.bur.1.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,15.8,lognormal,105.0,0.15,lognormal,193.0,0.08,lognormal,193.1,0.08
-C.ECB.H.bur.1.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,15.8,normal,106.4,13.8,normal,205.0,12.5,normal,205.1,12.9
-C.ECB.H.bur.1.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.1,lognormal,108.3,0.15,normal,200.1,11.7,lognormal,250.0,0.06
-C.ECB.H.bur.1.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,102.7,0.15,normal,167.2,13.7,lognormal,250.0,0.08
-C.ECB.H.bur.1.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,15.1,lognormal,100.2,0.15,normal,178.8,16.0,normal,234.9,20.1
-C.ECB.H.bur.1.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.7,lognormal,104.9,0.15,normal,178.5,11.2,lognormal,250.0,0.06
-C.ECB.H.bur.1.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,15.9,normal,106.5,14.0,normal,193.3,13.0,lognormal,250.0,0.06
-C.ECB.H.bur.1.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.8,lognormal,108.0,0.15,lognormal,190.5,0.13,lognormal,211.1,0.12
-C.ECB.H.bur.1.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.5,lognormal,102.8,0.15,lognormal,182.6,0.14,normal,201.1,22.7
-C.ECB.H.bur.1.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,100.4,0.15,lognormal,177.3,0.13,normal,193.9,19.8
-C.ECB.H.bur.1.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.4,lognormal,104.6,0.15,lognormal,184.7,0.13,lognormal,205.3,0.13
-C.ECB.H.bur.1.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,15.9,lognormal,106.9,0.15,lognormal,188.4,0.13,normal,207.3,21.3
-C.ECB.H.bur.1.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.8,lognormal,108.2,0.15,lognormal,250.0,0.09,lognormal,252.5,0.09
-C.ECB.H.bur.1.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.4,lognormal,102.7,0.15,lognormal,225.0,0.07,normal,229.3,16.8
-C.ECB.H.bur.1.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.2,lognormal,100.6,0.15,lognormal,208.6,0.08,lognormal,208.7,0.08
-C.ECB.H.bur.1.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.5,lognormal,104.5,0.15,normal,236.6,17.0,normal,239.7,18.4
-C.ECB.H.bur.1.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.7,lognormal,107.0,0.15,normal,241.3,17.2,normal,244.3,18.6
-C.ECB.H.bur.1.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,15.9,lognormal,108.1,0.15,lognormal,250.0,0.09,lognormal,252.5,0.06
-C.ECB.H.bur.1.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.4,lognormal,102.9,0.15,normal,218.7,15.2,lognormal,250.0,0.09
-C.ECB.H.bur.1.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.3,0.15,lognormal,202.5,0.07,normal,241.3,17.2
-C.ECB.H.bur.1.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.7,lognormal,105.0,0.15,normal,232.4,16.1,lognormal,250.0,0.06
-C.ECB.H.bur.1.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.8,normal,106.2,13.9,lognormal,245.0,0.09,lognormal,250.0,0.06
-C.ECB.H.spm.0.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.2,lognormal,99.9,0.15,lognormal,135.7,0.1,lognormal,175.9,0.13
-C.ECB.H.spm.0.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,84.8,10.7,normal,90.6,9.8,normal,114.4,7.7,lognormal,160.7,0.12
-C.ECB.H.spm.0.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,84.7,11.4,normal,90.4,11.0,lognormal,122.1,0.1,normal,161.7,19.6
-C.ECB.H.spm.0.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,12.3,normal,95.1,11.8,normal,122.6,8.4,lognormal,166.0,0.12
-C.ECB.H.spm.0.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,14.4,lognormal,98.9,0.15,normal,131.1,10.6,lognormal,172.6,0.13
-C.ECB.H.spm.0.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.7,lognormal,100.4,0.16,normal,157.9,9.9,normal,158.0,9.8
-C.ECB.H.spm.0.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.0,11.9,normal,92.8,11.2,lognormal,128.3,0.08,lognormal,128.4,0.08
-C.ECB.H.spm.0.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.5,12.8,normal,92.2,12.4,normal,145.4,11.7,lognormal,145.5,0.09
-C.ECB.H.spm.0.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.7,lognormal,96.3,0.15,normal,138.9,10.0,normal,139.0,10.0
-C.ECB.H.spm.0.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,15.0,lognormal,98.9,0.15,lognormal,151.2,0.07,lognormal,151.3,0.07
-C.ECB.H.spm.0.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,15.2,lognormal,100.2,0.15,normal,149.4,9.5,normal,219.4,16.7
-C.ECB.H.spm.0.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,85.8,11.2,normal,91.6,10.6,lognormal,121.3,0.08,normal,195.2,14.4
-C.ECB.H.spm.0.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,85.6,12.1,normal,91.2,11.7,normal,134.9,11.1,lognormal,190.4,0.09
-C.ECB.H.spm.0.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,13.1,normal,95.8,12.5,normal,130.5,9.2,normal,204.6,15.0
-C.ECB.H.spm.0.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,14.6,lognormal,98.8,0.15,normal,142.5,10.0,normal,213.1,15.9
-C.ECB.H.spm.0.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.6,lognormal,100.3,0.15,lognormal,138.5,0.11,lognormal,180.0,0.15
-C.ECB.H.spm.0.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.0,12.0,normal,92.3,11.2,lognormal,120.5,0.09,lognormal,165.5,0.12
-C.ECB.H.spm.0.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.2,12.5,normal,91.6,12.0,normal,124.7,12.4,lognormal,163.0,0.15
-C.ECB.H.spm.0.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.5,normal,96.1,12.9,lognormal,127.7,0.09,lognormal,171.1,0.13
-C.ECB.H.spm.0.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,14.9,lognormal,98.7,0.15,lognormal,134.5,0.1,lognormal,177.2,0.14
-C.ECB.H.spm.0.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.6,lognormal,100.2,0.15,lognormal,168.4,0.09,lognormal,168.5,0.09
-C.ECB.H.spm.0.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.4,13.0,normal,93.9,12.4,normal,139.9,13.6,lognormal,140.0,0.1
-C.ECB.H.spm.0.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.5,13.7,lognormal,92.5,0.15,lognormal,148.5,0.08,lognormal,148.6,0.08
-C.ECB.H.spm.0.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,14.5,lognormal,97.0,0.15,normal,150.5,13.2,lognormal,150.7,0.09
-C.ECB.H.spm.0.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.4,lognormal,99.1,0.15,normal,160.3,12.1,lognormal,160.4,0.08
-C.ECB.H.spm.0.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.6,lognormal,100.1,0.15,normal,157.3,10.9,normal,226.6,17.7
-C.ECB.H.spm.0.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.9,12.4,normal,93.3,11.8,lognormal,129.8,0.09,normal,198.9,15.2
-C.ECB.H.spm.0.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,13.2,lognormal,92.1,0.15,normal,139.7,11.1,normal,190.0,14.9
-C.ECB.H.spm.0.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,13.9,lognormal,96.5,0.15,lognormal,140.6,0.09,lognormal,206.6,0.07
-C.ECB.H.spm.0.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,15.0,lognormal,99.0,0.15,lognormal,151.3,0.08,normal,214.4,14.2
-C.ECB.H.spm.0.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.1,0.15,lognormal,140.8,0.12,lognormal,189.1,0.2
-C.ECB.H.spm.0.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.6,12.6,normal,93.9,12.2,normal,124.4,10.5,normal,168.7,18.4
-C.ECB.H.spm.0.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.4,13.5,lognormal,92.5,0.15,normal,126.5,13.1,normal,165.1,23.5
-C.ECB.H.spm.0.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,14.3,lognormal,97.0,0.15,normal,131.0,12.0,normal,177.2,22.9
-C.ECB.H.spm.0.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,15.3,lognormal,99.0,0.15,lognormal,137.4,0.11,lognormal,184.9,0.17
-C.ECB.H.spm.0.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.9,lognormal,100.3,0.15,normal,172.7,11.9,lognormal,172.8,0.07
-C.ECB.H.spm.0.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,13.8,lognormal,94.8,0.15,normal,145.4,11.5,lognormal,145.5,0.08
-C.ECB.H.spm.0.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.4,14.4,lognormal,93.1,0.15,normal,149.8,11.0,lognormal,149.9,0.08
-C.ECB.H.spm.0.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.0,lognormal,97.1,0.15,normal,155.1,10.6,normal,155.2,10.6
-C.ECB.H.spm.0.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,15.5,lognormal,99.1,0.16,normal,167.3,13.1,lognormal,167.5,0.08
-C.ECB.H.spm.0.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.6,lognormal,100.0,0.16,lognormal,163.1,0.08,normal,231.0,18.3
-C.ECB.H.spm.0.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,13.0,lognormal,94.3,0.14,normal,135.4,10.4,lognormal,200.7,0.08
-C.ECB.H.spm.0.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.8,14.0,lognormal,92.9,0.15,normal,141.6,10.3,normal,191.6,16.6
-C.ECB.H.spm.0.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.2,14.7,lognormal,97.1,0.15,lognormal,146.6,0.08,normal,208.0,13.9
-C.ECB.H.spm.0.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,99.2,0.16,normal,156.1,10.5,normal,217.5,14.3
-C.ECB.H.spm.0.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.3,0.15,lognormal,141.1,0.13,lognormal,166.2,0.13
-C.ECB.H.spm.0.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.5,lognormal,95.6,0.16,lognormal,133.8,0.13,lognormal,157.5,0.13
-C.ECB.H.spm.0.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.2,lognormal,93.2,0.15,lognormal,128.9,0.12,lognormal,152.6,0.13
-C.ECB.H.spm.0.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.6,lognormal,97.3,0.16,lognormal,136.6,0.13,lognormal,160.6,0.13
-C.ECB.H.spm.0.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.8,lognormal,99.1,0.15,lognormal,139.5,0.13,lognormal,165.1,0.13
-C.ECB.H.spm.0.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.3,0.15,lognormal,185.6,0.09,lognormal,185.7,0.09
-C.ECB.H.spm.0.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.5,0.15,lognormal,166.5,0.08,lognormal,166.6,0.08
-C.ECB.H.spm.0.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.4,lognormal,93.2,0.16,lognormal,154.4,0.07,lognormal,154.5,0.07
-C.ECB.H.spm.0.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.3,lognormal,97.0,0.15,normal,174.1,13.9,lognormal,174.2,0.08
-C.ECB.H.spm.0.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,16.0,lognormal,99.1,0.15,normal,181.0,13.5,lognormal,181.2,0.08
-C.ECB.H.spm.0.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.6,lognormal,100.1,0.15,normal,178.2,15.2,normal,217.6,12.3
-C.ECB.H.spm.0.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,15.6,lognormal,95.5,0.16,normal,158.4,11.0,normal,202.3,15.9
-C.ECB.H.spm.0.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.3,0.16,lognormal,148.4,0.08,normal,186.6,14.5
-C.ECB.H.spm.0.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,97.2,0.16,normal,166.5,13.0,normal,212.2,15.8
-C.ECB.H.spm.0.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.7,lognormal,99.1,0.15,normal,174.3,15.3,normal,219.6,16.1
-C.ECB.H.spm.1.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.6,lognormal,100.0,0.15,lognormal,187.9,0.12,lognormal,216.7,0.13
-C.ECB.H.spm.1.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.5,0.15,lognormal,163.2,0.08,normal,208.3,22.6
-C.ECB.H.spm.1.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.2,0.16,lognormal,166.3,0.09,normal,194.6,20.2
-C.ECB.H.spm.1.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.8,lognormal,97.1,0.16,normal,173.8,14.7,normal,212.4,24.9
-C.ECB.H.spm.1.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.8,lognormal,99.2,0.15,normal,182.8,18.1,normal,214.2,23.8
-C.ECB.H.spm.1.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.7,lognormal,100.3,0.15,normal,224.9,16.0,normal,225.0,16.1
-C.ECB.H.spm.1.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.5,lognormal,95.6,0.16,normal,188.8,15.1,lognormal,188.9,0.08
-C.ECB.H.spm.1.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.3,0.16,normal,202.2,15.6,normal,202.3,15.4
-C.ECB.H.spm.1.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.6,lognormal,97.2,0.16,normal,202.0,12.4,lognormal,202.1,0.06
-C.ECB.H.spm.1.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,98.8,0.15,normal,214.0,14.4,normal,214.2,14.1
-C.ECB.H.spm.1.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.6,lognormal,100.0,0.15,normal,207.3,12.7,lognormal,250.0,0.06
-C.ECB.H.spm.1.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.4,0.16,normal,175.5,11.9,lognormal,250.0,0.09
-C.ECB.H.spm.1.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.4,lognormal,93.2,0.16,lognormal,188.2,0.11,lognormal,235.0,0.08
-C.ECB.H.spm.1.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,15.8,lognormal,97.5,0.16,normal,188.6,13.6,lognormal,250.0,0.06
-C.ECB.H.spm.1.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,15.4,lognormal,98.9,0.15,normal,201.4,14.2,lognormal,250.0,0.06
-C.ECB.H.spm.1.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.2,0.15,lognormal,188.4,0.12,normal,215.6,21.9
-C.ECB.H.spm.1.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.4,0.16,normal,159.6,11.8,normal,205.2,21.1
-C.ECB.H.spm.1.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.1,0.16,lognormal,166.3,0.1,normal,195.5,20.0
-C.ECB.H.spm.1.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.4,lognormal,97.1,0.15,lognormal,171.4,0.09,lognormal,214.1,0.13
-C.ECB.H.spm.1.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.9,lognormal,99.3,0.16,normal,180.1,16.4,lognormal,220.0,0.14
-C.ECB.H.spm.1.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.7,lognormal,100.3,0.15,normal,222.9,17.7,normal,223.0,17.8
-C.ECB.H.spm.1.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.3,lognormal,95.4,0.15,lognormal,185.1,0.09,lognormal,185.2,0.09
-C.ECB.H.spm.1.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.2,lognormal,93.1,0.16,normal,198.9,17.0,normal,199.0,17.0
-C.ECB.H.spm.1.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.7,lognormal,97.4,0.16,normal,198.0,15.6,normal,198.1,16.7
-C.ECB.H.spm.1.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,99.0,0.15,normal,210.5,14.2,normal,210.6,14.4
-C.ECB.H.spm.1.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.5,lognormal,100.0,0.15,normal,204.5,13.9,lognormal,250.0,0.06
-C.ECB.H.spm.1.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.5,lognormal,95.6,0.16,lognormal,172.3,0.09,lognormal,250.0,0.08
-C.ECB.H.spm.1.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.2,0.16,lognormal,183.8,0.11,normal,232.5,15.9
-C.ECB.H.spm.1.B.med.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.8,0.18,lognormal,97.3,0.16,lognormal,185.2,0.08,lognormal,250.0,0.07
-C.ECB.H.spm.1.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,99.0,0.15,normal,196.4,14.0,lognormal,250.0,0.06
-C.ECB.H.spm.1.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,16.0,lognormal,100.3,0.15,normal,184.2,17.9,lognormal,221.7,0.13
-C.ECB.H.spm.1.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.5,0.16,normal,156.1,10.6,lognormal,210.8,0.12
-C.ECB.H.spm.1.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.2,0.16,lognormal,163.5,0.09,lognormal,198.1,0.12
-C.ECB.H.spm.1.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.6,lognormal,97.4,0.16,lognormal,168.3,0.09,lognormal,216.6,0.13
-C.ECB.H.spm.1.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,98.9,0.15,normal,178.2,15.4,normal,215.8,21.2
-C.ECB.H.spm.1.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,16.1,lognormal,100.5,0.16,normal,214.4,14.4,normal,214.5,14.1
-C.ECB.H.spm.1.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.4,lognormal,95.5,0.16,normal,178.7,11.6,lognormal,178.8,0.07
-C.ECB.H.spm.1.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.1,lognormal,93.1,0.16,lognormal,195.4,0.1,lognormal,195.5,0.1
-C.ECB.H.spm.1.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.6,lognormal,97.3,0.16,lognormal,192.5,0.08,lognormal,192.6,0.08
-C.ECB.H.spm.1.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,99.1,0.15,normal,205.7,13.1,normal,205.8,13.4
-C.ECB.H.spm.1.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.7,lognormal,100.2,0.15,normal,201.8,12.8,lognormal,250.0,0.06
-C.ECB.H.spm.1.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.2,lognormal,95.4,0.15,lognormal,167.4,0.09,lognormal,250.0,0.08
-C.ECB.H.spm.1.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.4,lognormal,93.1,0.16,normal,178.9,16.1,normal,235.7,18.6
-C.ECB.H.spm.1.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.3,lognormal,97.0,0.15,normal,178.5,11.5,lognormal,250.0,0.07
-C.ECB.H.spm.1.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,99.2,0.15,normal,193.0,13.6,lognormal,250.0,0.06
-C.ECB.H.spm.1.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.4,lognormal,99.9,0.15,lognormal,190.4,0.13,lognormal,211.1,0.12
-C.ECB.H.spm.1.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.3,0.16,lognormal,182.8,0.14,lognormal,201.8,0.12
-C.ECB.H.spm.1.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.2,lognormal,93.1,0.16,lognormal,177.1,0.13,normal,193.9,19.7
-C.ECB.H.spm.1.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.4,lognormal,97.1,0.15,lognormal,184.7,0.13,lognormal,205.3,0.13
-C.ECB.H.spm.1.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.7,lognormal,99.1,0.15,lognormal,187.8,0.13,normal,208.2,21.4
-C.ECB.H.spm.1.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.6,lognormal,100.3,0.15,lognormal,250.0,0.09,lognormal,252.5,0.09
-C.ECB.H.spm.1.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.5,lognormal,95.3,0.16,normal,227.3,16.6,lognormal,227.4,0.08
-C.ECB.H.spm.1.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.2,0.16,lognormal,208.6,0.08,lognormal,208.7,0.08
-C.ECB.H.spm.1.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.5,lognormal,97.1,0.15,normal,236.5,17.2,normal,239.5,18.6
-C.ECB.H.spm.1.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,98.9,0.15,normal,241.3,17.2,normal,244.3,18.6
-C.ECB.H.spm.1.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.8,lognormal,100.2,0.15,lognormal,250.0,0.09,lognormal,252.5,0.06
-C.ECB.H.spm.1.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.0,15.2,lognormal,95.2,0.15,normal,218.7,15.2,lognormal,250.0,0.09
-C.ECB.H.spm.1.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.1,lognormal,93.1,0.15,lognormal,202.9,0.07,normal,241.3,17.2
-C.ECB.H.spm.1.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.3,0.16,lognormal,235.0,0.08,lognormal,250.0,0.07
-C.ECB.H.spm.1.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.0,0.15,lognormal,245.0,0.09,lognormal,250.0,0.06
-C.ECB.L.bur.0.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,12.5,normal,122.1,9.5,lognormal,131.9,0.07,lognormal,201.1,0.11
-C.ECB.L.bur.0.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,9.7,normal,97.5,8.4,normal,105.8,7.7,lognormal,174.7,0.19
-C.ECB.L.bur.0.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,10.6,normal,100.8,9.3,normal,113.4,9.8,normal,212.0,19.7
-C.ECB.L.bur.0.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,11.2,normal,106.1,8.8,normal,115.1,7.6,lognormal,186.6,0.17
-C.ECB.L.bur.0.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,11.7,normal,115.5,8.8,normal,124.8,7.5,lognormal,199.2,0.15
-C.ECB.L.bur.0.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,12.8,normal,126.9,9.3,lognormal,140.2,0.07,lognormal,140.3,0.07
-C.ECB.L.bur.0.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.5,normal,102.6,8.9,normal,113.0,8.2,normal,113.1,8.1
-C.ECB.L.bur.0.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,12.2,lognormal,108.4,0.11,normal,126.0,12.1,lognormal,126.2,0.1
-C.ECB.L.bur.0.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,11.9,normal,112.0,9.3,normal,122.4,8.4,normal,122.5,8.4
-C.ECB.L.bur.0.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,12.4,normal,121.8,9.7,normal,133.2,9.4,normal,133.3,9.4
-C.ECB.L.bur.0.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,12.9,normal,124.2,9.3,normal,135.6,9.0,normal,248.0,25.3
-C.ECB.L.bur.0.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,10.1,normal,100.1,8.7,lognormal,109.6,0.08,normal,208.3,24.3
-C.ECB.L.bur.0.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,11.4,normal,104.2,10.0,normal,120.0,11.7,lognormal,235.0,0.09
-C.ECB.L.bur.0.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,11.6,normal,109.0,9.2,normal,119.2,8.7,lognormal,228.8,0.14
-C.ECB.L.bur.0.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,12.7,normal,118.7,9.5,lognormal,128.7,0.07,normal,230.3,22.2
-C.ECB.L.bur.0.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,14.1,normal,129.3,11.7,lognormal,141.7,0.09,lognormal,225.1,0.12
-C.ECB.L.bur.0.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.9,normal,104.6,10.6,lognormal,115.0,0.1,normal,199.3,27.7
-C.ECB.L.bur.0.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,13.2,lognormal,110.1,0.13,normal,124.3,13.1,normal,207.5,22.6
-C.ECB.L.bur.0.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,12.6,normal,113.8,11.1,normal,124.3,11.1,normal,211.8,28.0
-C.ECB.L.bur.0.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,13.6,normal,123.4,11.4,normal,134.9,12.1,normal,219.0,24.3
-C.ECB.L.bur.0.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,14.8,lognormal,135.8,0.1,lognormal,152.8,0.1,lognormal,152.9,0.1
-C.ECB.L.bur.0.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.0,12.7,normal,111.0,11.8,normal,124.0,12.4,lognormal,124.1,0.11
-C.ECB.L.bur.0.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,14.4,lognormal,118.4,0.13,lognormal,139.5,0.13,lognormal,139.6,0.13
-C.ECB.L.bur.0.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,13.6,lognormal,120.7,0.11,lognormal,134.0,0.1,lognormal,134.1,0.1
-C.ECB.L.bur.0.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,14.5,lognormal,129.7,0.1,lognormal,145.9,0.11,lognormal,146.0,0.11
-C.ECB.L.bur.0.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,13.8,normal,132.6,12.2,lognormal,148.2,0.1,lognormal,250.0,0.06
-C.ECB.L.bur.0.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,12.3,lognormal,108.2,0.11,lognormal,119.9,0.11,lognormal,332.7,0.27
-C.ECB.L.bur.0.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,13.9,normal,114.0,13.2,lognormal,132.5,0.13,normal,224.4,19.4
-C.ECB.L.bur.0.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,13.3,normal,116.7,11.1,lognormal,129.3,0.1,normal,248.3,24.6
-C.ECB.L.bur.0.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,14.1,normal,126.6,11.5,lognormal,140.4,0.1,normal,249.5,21.3
-C.ECB.L.bur.0.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,14.3,lognormal,138.2,0.1,normal,154.1,12.4,normal,247.9,25.6
-C.ECB.L.bur.0.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,12.0,normal,113.2,11.0,normal,125.2,10.2,normal,208.8,22.1
-C.ECB.L.bur.0.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,15.0,normal,119.7,12.7,normal,135.0,12.4,normal,208.4,24.7
-C.ECB.L.bur.0.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,12.9,lognormal,122.5,0.1,normal,135.5,11.3,normal,217.7,19.1
-C.ECB.L.bur.0.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,14.1,normal,131.8,11.5,normal,148.2,12.6,lognormal,250.0,0.13
-C.ECB.L.bur.0.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,16.7,normal,146.6,15.1,normal,167.2,15.8,lognormal,167.5,0.1
-C.ECB.L.bur.0.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.9,normal,120.6,11.8,lognormal,137.6,0.1,lognormal,137.7,0.11
-C.ECB.L.bur.0.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,16.3,normal,127.1,14.0,lognormal,148.8,0.12,lognormal,148.9,0.12
-C.ECB.L.bur.0.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,14.7,lognormal,129.7,0.1,lognormal,148.4,0.1,lognormal,148.5,0.1
-C.ECB.L.bur.0.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,15.6,normal,139.4,13.6,normal,158.9,13.6,lognormal,159.0,0.09
-C.ECB.L.bur.0.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,15.7,normal,141.9,13.2,normal,160.2,13.5,lognormal,160.4,0.09
-C.ECB.L.bur.0.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.1,normal,116.7,11.3,normal,130.8,11.7,normal,249.0,22.5
-C.ECB.L.bur.0.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.1,normal,123.6,13.3,normal,142.7,14.3,normal,217.0,15.2
-C.ECB.L.bur.0.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.6,normal,125.5,11.5,normal,141.4,12.3,normal,250.3,19.3
-C.ECB.L.bur.0.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,14.4,lognormal,136.2,0.1,normal,153.7,13.5,lognormal,250.0,0.06
-C.ECB.L.bur.0.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.5,normal,157.7,19.5,lognormal,173.8,0.12,normal,216.7,25.0
-C.ECB.L.bur.0.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,21.1,lognormal,144.3,0.15,lognormal,160.5,0.14,lognormal,195.0,0.14
-C.ECB.L.bur.0.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.1,lognormal,136.0,0.14,lognormal,150.3,0.14,lognormal,186.0,0.14
-C.ECB.L.bur.0.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,22.3,lognormal,149.2,0.14,lognormal,164.6,0.13,lognormal,207.0,0.14
-C.ECB.L.bur.0.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,22.5,lognormal,156.1,0.14,normal,170.9,20.6,normal,208.9,22.1
-C.ECB.L.bur.0.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.8,lognormal,159.4,0.14,lognormal,182.5,0.15,lognormal,182.6,0.15
-C.ECB.L.bur.0.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,21.2,lognormal,144.6,0.15,lognormal,166.9,0.15,lognormal,167.0,0.15
-C.ECB.L.bur.0.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.3,normal,137.9,19.4,lognormal,157.6,0.15,lognormal,157.7,0.15
-C.ECB.L.bur.0.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,22.3,lognormal,150.7,0.14,lognormal,172.8,0.15,lognormal,172.9,0.15
-C.ECB.L.bur.0.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.3,lognormal,156.0,0.15,lognormal,177.7,0.14,lognormal,177.8,0.14
-C.ECB.L.bur.0.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,23.0,lognormal,158.9,0.14,lognormal,184.6,0.16,lognormal,184.7,0.16
-C.ECB.L.bur.0.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,21.6,lognormal,144.4,0.14,lognormal,166.9,0.16,lognormal,250.0,0.11
-C.ECB.L.bur.0.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,19.9,lognormal,137.6,0.15,lognormal,157.5,0.15,normal,215.3,17.9
-C.ECB.L.bur.0.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,21.7,lognormal,150.7,0.15,normal,170.7,21.4,lognormal,250.0,0.06
-C.ECB.L.bur.0.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,22.0,lognormal,156.6,0.15,normal,178.2,23.2,lognormal,250.0,0.06
-C.ECB.L.bur.1.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,21.2,normal,157.0,19.2,lognormal,181.1,0.14,lognormal,250.0,0.09
-C.ECB.L.bur.1.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.7,normal,136.5,14.2,normal,156.1,15.6,normal,249.5,21.2
-C.ECB.L.bur.1.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,18.9,normal,135.3,16.9,lognormal,157.5,0.15,lognormal,233.6,0.12
-C.ECB.L.bur.1.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,18.8,normal,144.3,15.4,normal,167.1,19.4,normal,249.2,22.2
-C.ECB.L.bur.1.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,20.4,normal,153.2,18.9,normal,177.0,22.4,normal,250.3,19.3
-C.ECB.L.bur.1.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,23.2,lognormal,159.0,0.14,lognormal,182.7,0.14,lognormal,182.8,0.15
-C.ECB.L.bur.1.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,18.3,normal,140.9,16.7,normal,164.4,21.5,normal,164.5,21.1
-C.ECB.L.bur.1.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,19.3,lognormal,136.6,0.14,lognormal,159.0,0.16,lognormal,159.1,0.16
-C.ECB.L.bur.1.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.5,20.3,normal,148.2,18.1,normal,171.2,21.6,normal,171.3,21.2
-C.ECB.L.bur.1.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,20.9,normal,155.6,20.1,lognormal,178.9,0.15,lognormal,179.0,0.15
-C.ECB.L.bur.1.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.2,22.5,lognormal,157.6,0.14,lognormal,181.1,0.14,lognormal,181.2,0.14
-C.ECB.L.bur.1.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,17.5,normal,138.7,15.7,normal,160.5,18.6,lognormal,250.0,0.06
-C.ECB.L.bur.1.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,19.4,lognormal,136.4,0.14,lognormal,157.6,0.16,lognormal,250.0,0.06
-C.ECB.L.bur.1.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.7,normal,147.2,17.3,normal,169.5,21.2,normal,169.6,21.1
-C.ECB.L.bur.1.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,20.9,normal,153.8,18.4,lognormal,177.5,0.14,lognormal,177.6,0.14
-C.ECB.L.bur.1.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,22.0,normal,156.4,18.3,lognormal,179.8,0.14,normal,250.3,19.1
-C.ECB.L.bur.1.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,17.0,normal,134.6,13.7,normal,152.7,15.6,normal,248.6,23.8
-C.ECB.L.bur.1.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,18.5,normal,134.4,16.4,lognormal,155.9,0.14,normal,232.7,24.5
-C.ECB.L.bur.1.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.9,normal,143.4,15.3,normal,163.5,17.2,lognormal,250.0,0.08
-C.ECB.L.bur.1.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,19.9,lognormal,152.1,0.13,normal,173.0,20.0,normal,249.9,20.3
-C.ECB.L.bur.1.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,21.1,normal,157.6,19.7,lognormal,180.6,0.14,lognormal,180.7,0.14
-C.ECB.L.bur.1.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.8,normal,139.6,16.0,normal,161.2,19.9,normal,161.3,19.8
-C.ECB.L.bur.1.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,19.2,normal,136.5,17.9,lognormal,157.9,0.15,lognormal,158.0,0.16
-C.ECB.L.bur.1.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.6,normal,147.0,17.5,normal,170.7,22.2,lognormal,171.2,0.14
-C.ECB.L.bur.1.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,20.9,normal,154.6,19.8,lognormal,177.9,0.15,lognormal,178.0,0.14
-C.ECB.L.bur.1.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,21.1,normal,157.6,19.4,normal,180.8,22.4,lognormal,181.2,0.14
-C.ECB.L.bur.1.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.5,normal,136.6,14.1,normal,157.1,17.1,lognormal,250.0,0.06
-C.ECB.L.bur.1.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.5,lognormal,135.6,0.14,lognormal,158.0,0.15,normal,250.0,19.9
-C.ECB.L.bur.1.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,18.5,normal,145.2,16.6,lognormal,167.7,0.13,lognormal,250.0,0.06
-C.ECB.L.bur.1.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,20.2,lognormal,153.5,0.14,normal,176.3,21.8,lognormal,176.8,0.14
-C.ECB.L.bur.1.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,20.9,normal,156.1,18.3,normal,177.0,20.2,lognormal,250.0,0.07
-C.ECB.L.bur.1.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,15.5,normal,132.5,12.8,lognormal,150.0,0.1,normal,250.0,20.0
-C.ECB.L.bur.1.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,17.6,normal,133.7,16.1,normal,154.6,18.9,lognormal,226.8,0.1
-C.ECB.L.bur.1.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.3,normal,141.5,14.3,normal,160.0,14.8,lognormal,250.0,0.09
-C.ECB.L.bur.1.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,19.0,normal,150.7,16.6,normal,171.5,19.1,lognormal,250.0,0.06
-C.ECB.L.bur.1.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,21.8,normal,158.0,19.3,lognormal,181.7,0.14,lognormal,181.8,0.14
-C.ECB.L.bur.1.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,17.1,normal,137.8,15.2,normal,159.0,17.8,normal,159.1,17.7
-C.ECB.L.bur.1.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.2,lognormal,136.3,0.14,lognormal,157.8,0.15,lognormal,157.9,0.15
-C.ECB.L.bur.1.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,18.8,normal,145.9,16.9,normal,170.0,21.0,normal,170.1,21.0
-C.ECB.L.bur.1.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.5,normal,153.5,18.5,lognormal,177.8,0.14,lognormal,177.9,0.14
-C.ECB.L.bur.1.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,21.4,lognormal,157.9,0.14,lognormal,179.6,0.13,lognormal,179.7,0.13
-C.ECB.L.bur.1.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,16.9,normal,135.2,14.0,normal,154.3,14.9,lognormal,154.4,0.1
-C.ECB.L.bur.1.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,18.9,lognormal,135.3,0.14,lognormal,157.9,0.15,normal,250.3,19.3
-C.ECB.L.bur.1.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,18.2,normal,144.0,15.9,normal,165.7,19.3,normal,165.8,19.3
-C.ECB.L.bur.1.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,20.5,normal,152.2,18.0,normal,176.3,21.6,lognormal,176.8,0.14
-C.ECB.L.bur.1.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,23.5,lognormal,159.7,0.15,normal,182.4,24.0,lognormal,250.0,0.09
-C.ECB.L.bur.1.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,21.2,lognormal,144.7,0.14,lognormal,167.7,0.16,normal,246.7,28.7
-C.ECB.L.bur.1.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,20.1,lognormal,137.5,0.15,lognormal,158.3,0.16,normal,231.9,26.0
-C.ECB.L.bur.1.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,21.9,lognormal,150.9,0.15,normal,171.6,22.6,lognormal,250.0,0.11
-C.ECB.L.bur.1.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,22.1,lognormal,155.9,0.14,lognormal,179.1,0.15,normal,248.7,23.5
-C.ECB.L.bur.1.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.8,lognormal,159.4,0.14,lognormal,182.5,0.15,lognormal,182.6,0.15
-C.ECB.L.bur.1.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,21.3,lognormal,144.7,0.15,normal,166.7,23.2,lognormal,167.3,0.16
-C.ECB.L.bur.1.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,19.8,lognormal,137.1,0.15,lognormal,158.3,0.16,lognormal,158.4,0.15
-C.ECB.L.bur.1.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,22.3,lognormal,150.6,0.14,lognormal,172.8,0.15,lognormal,172.9,0.15
-C.ECB.L.bur.1.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.3,lognormal,156.0,0.15,lognormal,177.7,0.14,lognormal,177.8,0.14
-C.ECB.L.bur.1.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,22.9,lognormal,159.1,0.14,lognormal,184.3,0.16,lognormal,184.4,0.16
-C.ECB.L.bur.1.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,21.8,lognormal,144.3,0.14,lognormal,167.0,0.16,lognormal,167.1,0.16
-C.ECB.L.bur.1.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.9,lognormal,136.7,0.15,lognormal,158.6,0.16,lognormal,250.0,0.06
-C.ECB.L.bur.1.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,21.6,lognormal,150.9,0.15,normal,171.9,22.5,lognormal,172.6,0.15
-C.ECB.L.bur.1.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,22.0,lognormal,156.6,0.15,normal,178.3,23.3,lognormal,178.6,0.14
-C.ECB.L.spm.0.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,12.2,normal,121.3,9.9,lognormal,131.6,0.07,lognormal,201.3,0.12
-C.ECB.L.spm.0.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,9.6,normal,97.2,8.3,normal,105.8,7.7,lognormal,172.9,0.18
-C.ECB.L.spm.0.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.6,lognormal,100.6,0.1,normal,113.2,9.8,normal,207.9,17.7
-C.ECB.L.spm.0.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,10.9,normal,105.8,8.7,normal,115.2,7.8,lognormal,188.6,0.18
-C.ECB.L.spm.0.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,11.8,normal,115.2,9.0,normal,124.5,7.4,normal,195.5,23.9
-C.ECB.L.spm.0.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,13.1,normal,125.9,9.7,normal,139.2,9.9,normal,139.3,9.9
-C.ECB.L.spm.0.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.5,normal,102.6,8.9,normal,113.1,8.3,lognormal,113.2,0.08
-C.ECB.L.spm.0.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.8,normal,107.0,10.6,normal,124.4,12.0,lognormal,124.5,0.1
-C.ECB.L.spm.0.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,11.4,normal,111.4,9.3,lognormal,123.0,0.08,lognormal,123.1,0.08
-C.ECB.L.spm.0.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,12.2,normal,121.0,10.1,normal,132.7,9.6,normal,132.8,9.6
-C.ECB.L.spm.0.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,12.7,normal,123.5,9.4,normal,135.4,9.3,normal,221.8,14.7
-C.ECB.L.spm.0.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,10.1,normal,99.9,8.7,lognormal,109.5,0.08,normal,213.8,26.4
-C.ECB.L.spm.0.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,11.2,lognormal,103.7,0.1,lognormal,119.2,0.1,normal,231.6,17.3
-C.ECB.L.spm.0.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,11.6,normal,108.7,9.1,normal,119.1,8.7,lognormal,225.0,0.14
-C.ECB.L.spm.0.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,12.6,normal,118.4,9.8,lognormal,128.6,0.07,normal,246.0,30.4
-C.ECB.L.spm.0.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,14.0,normal,127.0,10.7,lognormal,140.1,0.09,lognormal,226.5,0.12
-C.ECB.L.spm.0.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,11.7,normal,104.2,10.3,lognormal,114.6,0.1,lognormal,197.8,0.16
-C.ECB.L.spm.0.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,13.0,lognormal,108.1,0.12,normal,122.5,12.8,normal,207.9,21.1
-C.ECB.L.spm.0.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,12.2,normal,113.1,10.9,normal,123.8,10.9,lognormal,215.6,0.15
-C.ECB.L.spm.0.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,13.2,normal,122.2,11.5,normal,133.8,11.8,normal,230.6,30.5
-C.ECB.L.spm.0.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,normal,132.8,12.6,normal,149.7,14.7,lognormal,149.9,0.11
-C.ECB.L.spm.0.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,12.6,lognormal,110.0,0.11,normal,123.1,12.2,lognormal,123.2,0.11
-C.ECB.L.spm.0.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.8,normal,114.2,13.0,lognormal,134.0,0.13,lognormal,134.1,0.13
-C.ECB.L.spm.0.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,13.3,lognormal,118.8,0.11,lognormal,131.9,0.1,lognormal,132.0,0.1
-C.ECB.L.spm.0.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.1,normal,127.0,11.6,lognormal,142.9,0.1,lognormal,143.0,0.11
-C.ECB.L.spm.0.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,15.0,normal,130.5,12.1,lognormal,145.1,0.1,normal,250.3,19.1
-C.ECB.L.spm.0.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,12.2,normal,107.1,10.6,lognormal,119.1,0.11,normal,229.9,19.7
-C.ECB.L.spm.0.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,13.3,normal,111.6,12.6,lognormal,128.8,0.12,normal,229.0,21.7
-C.ECB.L.spm.0.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,12.9,normal,116.1,11.0,lognormal,128.2,0.1,normal,248.6,23.7
-C.ECB.L.spm.0.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,13.5,normal,124.7,11.5,lognormal,138.7,0.1,normal,249.9,20.3
-C.ECB.L.spm.0.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,14.3,normal,135.0,13.1,normal,152.0,14.5,normal,247.4,26.9
-C.ECB.L.spm.0.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,11.9,normal,112.3,10.9,normal,124.2,10.3,lognormal,209.2,0.12
-C.ECB.L.spm.0.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.3,normal,116.3,12.3,normal,132.7,13.7,normal,205.7,24.4
-C.ECB.L.spm.0.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,13.2,lognormal,120.9,0.1,normal,134.5,11.7,normal,214.4,16.6
-C.ECB.L.spm.0.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,14.0,normal,129.7,12.1,normal,145.5,12.8,normal,230.3,19.8
-C.ECB.L.spm.0.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,16.5,normal,141.0,15.7,normal,160.8,17.8,normal,160.9,17.7
-C.ECB.L.spm.0.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,13.3,lognormal,118.5,0.11,normal,134.5,12.9,lognormal,134.6,0.1
-C.ECB.L.spm.0.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.8,normal,121.8,14.8,normal,141.0,17.7,normal,141.1,17.6
-C.ECB.L.spm.0.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,14.0,normal,126.5,12.5,normal,143.9,14.0,lognormal,144.0,0.1
-C.ECB.L.spm.0.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,15.5,normal,135.4,14.3,normal,154.3,16.6,normal,154.4,17.2
-C.ECB.L.spm.0.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,15.6,normal,138.2,14.6,normal,155.7,15.7,lognormal,250.0,0.06
-C.ECB.L.spm.0.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.4,normal,115.0,10.9,normal,129.4,11.7,normal,248.8,23.0
-C.ECB.L.spm.0.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,15.3,normal,119.2,13.7,normal,137.5,15.9,normal,225.6,19.2
-C.ECB.L.spm.0.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,13.5,normal,123.5,11.7,lognormal,139.7,0.1,normal,250.3,19.1
-C.ECB.L.spm.0.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,14.4,normal,132.6,13.2,normal,151.4,15.8,lognormal,250.0,0.08
-C.ECB.L.spm.0.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.1,lognormal,148.0,0.15,lognormal,165.0,0.14,normal,214.9,23.4
-C.ECB.L.spm.0.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.2,lognormal,133.9,0.15,lognormal,150.2,0.15,lognormal,195.2,0.14
-C.ECB.L.spm.0.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,19.1,lognormal,126.3,0.15,lognormal,141.8,0.15,lognormal,186.4,0.15
-C.ECB.L.spm.0.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,21.0,lognormal,139.1,0.15,lognormal,154.6,0.14,lognormal,205.2,0.14
-C.ECB.L.spm.0.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.7,normal,144.1,18.8,lognormal,162.0,0.15,lognormal,211.3,0.13
-C.ECB.L.spm.0.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,22.8,lognormal,148.4,0.15,normal,165.9,21.4,normal,166.0,21.1
-C.ECB.L.spm.0.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,20.0,lognormal,133.8,0.15,lognormal,152.6,0.16,lognormal,152.7,0.16
-C.ECB.L.spm.0.D.low.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.18,lognormal,127.4,0.16,normal,144.6,20.3,normal,144.7,20.6
-C.ECB.L.spm.0.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.6,lognormal,139.9,0.16,lognormal,157.9,0.15,lognormal,158.0,0.15
-C.ECB.L.spm.0.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.5,lognormal,144.1,0.14,lognormal,164.1,0.15,lognormal,164.2,0.15
-C.ECB.L.spm.0.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,22.1,lognormal,147.4,0.15,lognormal,166.6,0.15,lognormal,166.7,0.15
-C.ECB.L.spm.0.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,19.9,lognormal,134.3,0.16,lognormal,152.3,0.16,normal,248.6,23.7
-C.ECB.L.spm.0.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.3,lognormal,126.9,0.15,lognormal,144.0,0.15,normal,214.4,16.7
-C.ECB.L.spm.0.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,20.3,lognormal,138.8,0.15,lognormal,157.6,0.15,lognormal,250.0,0.06
-C.ECB.L.spm.0.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.1,0.15,lognormal,164.4,0.15,lognormal,250.0,0.06
-C.ECB.L.spm.1.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,20.5,lognormal,147.4,0.15,normal,165.9,21.5,lognormal,250.0,0.08
-C.ECB.L.spm.1.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,17.2,normal,130.3,15.6,lognormal,149.6,0.14,normal,248.6,23.7
-C.ECB.L.spm.1.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,17.6,lognormal,126.2,0.15,lognormal,143.8,0.15,normal,221.4,18.6
-C.ECB.L.spm.1.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,19.0,lognormal,137.6,0.14,lognormal,157.4,0.15,lognormal,250.0,0.1
-C.ECB.L.spm.1.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,20.4,lognormal,143.9,0.15,lognormal,163.8,0.15,lognormal,250.0,0.08
-C.ECB.L.spm.1.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.1,lognormal,147.5,0.15,lognormal,167.9,0.16,lognormal,168.0,0.16
-C.ECB.L.spm.1.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,18.9,normal,132.5,17.5,lognormal,152.4,0.16,lognormal,152.5,0.16
-C.ECB.L.spm.1.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.0,lognormal,126.5,0.15,lognormal,143.9,0.15,lognormal,144.0,0.16
-C.ECB.L.spm.1.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,19.6,lognormal,139.1,0.15,lognormal,157.8,0.15,lognormal,157.9,0.15
-C.ECB.L.spm.1.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.3,lognormal,145.1,0.15,lognormal,164.4,0.15,lognormal,164.5,0.15
-C.ECB.L.spm.1.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,21.8,normal,146.5,19.0,lognormal,166.5,0.15,lognormal,166.6,0.15
-C.ECB.L.spm.1.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,17.9,normal,131.4,16.3,lognormal,150.1,0.14,lognormal,250.0,0.06
-C.ECB.L.spm.1.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,18.0,lognormal,126.9,0.15,lognormal,144.6,0.16,lognormal,250.0,0.06
-C.ECB.L.spm.1.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,19.2,lognormal,138.0,0.14,normal,156.9,21.7,lognormal,157.6,0.15
-C.ECB.L.spm.1.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,20.7,lognormal,144.1,0.15,normal,163.9,22.9,lognormal,164.3,0.16
-C.ECB.L.spm.1.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.0,lognormal,147.2,0.15,lognormal,167.7,0.15,lognormal,250.0,0.06
-C.ECB.L.spm.1.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,16.6,normal,129.2,15.0,normal,145.9,16.8,normal,249.0,22.6
-C.ECB.L.spm.1.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,17.5,lognormal,125.9,0.15,lognormal,143.6,0.15,normal,221.1,18.6
-C.ECB.L.spm.1.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,18.2,normal,136.4,16.6,lognormal,155.2,0.14,normal,249.6,21.0
-C.ECB.L.spm.1.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,19.9,normal,142.0,17.7,lognormal,163.1,0.15,normal,250.0,19.9
-C.ECB.L.spm.1.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,21.2,lognormal,147.3,0.15,lognormal,167.0,0.15,lognormal,167.1,0.15
-C.ECB.L.spm.1.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,18.0,lognormal,132.3,0.14,normal,150.7,19.8,normal,150.8,19.7
-C.ECB.L.spm.1.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,18.1,normal,126.7,17.5,lognormal,145.2,0.16,lognormal,145.3,0.16
-C.ECB.L.spm.1.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,19.0,lognormal,138.1,0.14,lognormal,158.1,0.16,lognormal,158.2,0.16
-C.ECB.L.spm.1.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.1,20.7,lognormal,144.9,0.15,normal,164.4,22.9,lognormal,164.8,0.15
-C.ECB.L.spm.1.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,20.5,lognormal,147.1,0.15,lognormal,166.6,0.15,lognormal,166.7,0.15
-C.ECB.L.spm.1.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,17.2,normal,130.4,16.1,lognormal,148.8,0.14,lognormal,250.0,0.06
-C.ECB.L.spm.1.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.8,lognormal,126.2,0.15,lognormal,144.8,0.16,normal,250.3,19.3
-C.ECB.L.spm.1.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,19.1,normal,137.5,17.6,lognormal,157.1,0.15,normal,157.2,21.0
-C.ECB.L.spm.1.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.2,20.2,lognormal,144.3,0.15,lognormal,163.5,0.15,lognormal,163.6,0.15
-C.ECB.L.spm.1.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,20.7,normal,146.2,19.2,normal,166.9,22.4,lognormal,250.0,0.07
-C.ECB.L.spm.1.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,16.1,normal,127.8,14.2,normal,144.6,15.8,lognormal,250.0,0.09
-C.ECB.L.spm.1.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,17.0,normal,125.4,16.6,lognormal,143.0,0.15,normal,229.3,22.4
-C.ECB.L.spm.1.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.4,normal,135.1,16.0,normal,153.7,18.7,normal,249.4,21.6
-C.ECB.L.spm.1.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.0,19.1,lognormal,142.8,0.14,normal,162.0,20.8,lognormal,250.0,0.06
-C.ECB.L.spm.1.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,21.8,lognormal,147.9,0.15,lognormal,167.6,0.15,lognormal,167.7,0.16
-C.ECB.L.spm.1.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,17.8,normal,131.4,16.5,lognormal,150.0,0.15,lognormal,150.1,0.14
-C.ECB.L.spm.1.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.1,normal,126.3,17.5,lognormal,143.7,0.15,lognormal,143.8,0.15
-C.ECB.L.spm.1.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,19.0,normal,138.0,18.3,normal,157.5,21.4,normal,157.6,21.5
-C.ECB.L.spm.1.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,20.0,lognormal,144.2,0.15,lognormal,163.6,0.15,lognormal,163.7,0.15
-C.ECB.L.spm.1.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,21.2,normal,146.6,19.2,lognormal,167.3,0.15,lognormal,167.4,0.15
-C.ECB.L.spm.1.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,16.8,normal,129.7,15.2,normal,147.5,17.4,lognormal,250.0,0.06
-C.ECB.L.spm.1.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,17.8,lognormal,126.7,0.15,normal,144.1,20.1,normal,250.0,20.0
-C.ECB.L.spm.1.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,18.3,normal,137.0,17.6,lognormal,156.9,0.15,lognormal,157.0,0.15
-C.ECB.L.spm.1.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,20.3,lognormal,144.6,0.15,normal,162.5,21.5,normal,162.6,21.2
-C.ECB.L.spm.1.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,22.5,lognormal,148.0,0.15,lognormal,167.6,0.15,lognormal,250.0,0.09
-C.ECB.L.spm.1.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.2,lognormal,134.2,0.15,lognormal,153.0,0.16,normal,246.6,28.9
-C.ECB.L.spm.1.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,18.6,lognormal,126.6,0.15,lognormal,144.8,0.16,normal,233.5,27.5
-C.ECB.L.spm.1.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,20.6,lognormal,139.0,0.15,lognormal,158.7,0.16,lognormal,250.0,0.11
-C.ECB.L.spm.1.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,21.0,lognormal,144.5,0.15,lognormal,164.1,0.15,normal,249.0,22.5
-C.ECB.L.spm.1.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,22.8,lognormal,148.4,0.15,normal,165.9,21.4,normal,166.0,21.1
-C.ECB.L.spm.1.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,20.1,lognormal,133.8,0.15,lognormal,152.6,0.16,lognormal,152.7,0.16
-C.ECB.L.spm.1.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,18.8,lognormal,126.5,0.15,lognormal,144.4,0.16,lognormal,144.5,0.16
-C.ECB.L.spm.1.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.6,lognormal,139.9,0.16,lognormal,157.9,0.15,lognormal,158.0,0.15
-C.ECB.L.spm.1.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.5,lognormal,144.1,0.14,lognormal,164.1,0.15,lognormal,164.2,0.15
-C.ECB.L.spm.1.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,22.2,lognormal,147.4,0.15,lognormal,166.8,0.15,lognormal,166.9,0.15
-C.ECB.L.spm.1.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,19.8,lognormal,134.4,0.15,lognormal,151.7,0.15,lognormal,151.8,0.15
-C.ECB.L.spm.1.D.med.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.18,lognormal,126.6,0.15,lognormal,143.9,0.15,lognormal,250.0,0.06
-C.ECB.L.spm.1.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,20.4,lognormal,138.8,0.15,lognormal,157.9,0.15,lognormal,158.0,0.15
-C.ECB.L.spm.1.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.0,0.15,lognormal,164.4,0.15,lognormal,164.5,0.15
-C.ECB.M.bur.0.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,13.6,normal,118.6,9.6,normal,136.1,8.7,normal,197.8,20.7
-C.ECB.M.bur.0.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,9.6,normal,96.2,8.2,normal,111.1,7.8,normal,173.8,18.5
-C.ECB.M.bur.0.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,10.3,normal,98.8,8.9,lognormal,119.8,0.09,normal,180.9,20.9
-C.ECB.M.bur.0.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,97.3,10.9,normal,104.3,8.5,lognormal,120.6,0.07,lognormal,183.7,0.11
-C.ECB.M.bur.0.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,12.7,normal,113.0,8.7,normal,129.6,8.5,normal,193.0,21.2
-C.ECB.M.bur.0.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.3,normal,123.0,10.2,normal,150.3,10.2,normal,150.4,10.2
-C.ECB.M.bur.0.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,10.4,normal,101.5,8.7,lognormal,121.1,0.08,lognormal,121.2,0.08
-C.ECB.M.bur.0.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,11.6,normal,105.1,9.8,lognormal,139.4,0.11,lognormal,139.5,0.11
-C.ECB.M.bur.0.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.1,12.4,normal,109.8,9.1,normal,130.6,9.4,lognormal,130.7,0.08
-C.ECB.M.bur.0.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,13.3,normal,118.2,9.7,normal,142.8,10.4,normal,142.9,10.1
-C.ECB.M.bur.0.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.5,normal,121.3,10.2,lognormal,143.4,0.07,normal,248.2,24.6
-C.ECB.M.bur.0.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,10.1,lognormal,98.7,0.09,normal,115.0,7.8,lognormal,207.7,0.1
-C.ECB.M.bur.0.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,11.0,lognormal,102.2,0.1,lognormal,127.8,0.09,normal,205.0,16.1
-C.ECB.M.bur.0.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,11.6,normal,106.9,8.8,normal,124.4,7.8,normal,218.2,20.2
-C.ECB.M.bur.0.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.4,normal,115.6,9.3,normal,135.4,8.7,lognormal,235.0,0.11
-C.ECB.M.bur.0.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.2,normal,122.6,11.2,lognormal,142.5,0.09,normal,208.7,25.8
-C.ECB.M.bur.0.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,10.8,lognormal,101.2,0.1,lognormal,117.9,0.09,normal,179.3,16.6
-C.ECB.M.bur.0.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,11.9,lognormal,104.3,0.11,normal,124.5,10.6,normal,179.9,22.2
-C.ECB.M.bur.0.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.2,normal,109.5,10.0,normal,125.8,9.1,normal,189.5,18.3
-C.ECB.M.bur.0.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.4,normal,117.6,10.6,lognormal,135.6,0.08,normal,201.0,21.5
-C.ECB.M.bur.0.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,15.9,normal,127.0,12.7,normal,160.8,12.7,lognormal,160.9,0.08
-C.ECB.M.bur.0.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,11.8,normal,106.6,9.9,lognormal,130.9,0.1,lognormal,131.0,0.1
-C.ECB.M.bur.0.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,13.3,normal,110.8,11.6,normal,147.8,14.8,lognormal,147.9,0.11
-C.ECB.M.bur.0.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,13.2,normal,114.7,10.6,lognormal,142.6,0.1,lognormal,142.7,0.11
-C.ECB.M.bur.0.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,15.1,normal,122.5,11.2,normal,153.9,13.0,lognormal,154.0,0.09
-C.ECB.M.bur.0.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,15.0,normal,124.8,11.3,normal,152.6,11.9,lognormal,250.0,0.09
-C.ECB.M.bur.0.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.3,11.2,normal,104.0,10.0,normal,123.2,10.3,normal,210.2,16.5
-C.ECB.M.bur.0.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.6,12.4,lognormal,107.8,0.11,lognormal,136.2,0.1,lognormal,204.5,0.1
-C.ECB.M.bur.0.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,12.4,lognormal,112.4,0.1,lognormal,133.5,0.09,normal,219.7,15.8
-C.ECB.M.bur.0.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,14.1,normal,120.4,11.1,lognormal,146.0,0.09,lognormal,250.0,0.12
-C.ECB.M.bur.0.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,15.0,normal,125.6,11.5,lognormal,147.9,0.1,normal,224.2,34.8
-C.ECB.M.bur.0.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,10.9,normal,105.7,9.7,normal,123.3,9.3,normal,185.3,17.9
-C.ECB.M.bur.0.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,13.0,lognormal,109.5,0.11,normal,129.5,11.6,normal,181.5,23.7
-C.ECB.M.bur.0.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,12.1,normal,113.7,10.1,normal,132.4,10.5,normal,196.7,17.6
-C.ECB.M.bur.0.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,14.3,normal,121.6,11.2,lognormal,141.8,0.09,normal,209.3,23.7
-C.ECB.M.bur.0.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,16.5,normal,130.7,14.5,normal,170.6,13.9,lognormal,170.8,0.09
-C.ECB.M.bur.0.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,12.7,normal,112.5,10.9,lognormal,138.6,0.09,lognormal,138.7,0.09
-C.ECB.M.bur.0.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,14.5,normal,115.4,12.5,lognormal,150.8,0.09,lognormal,150.9,0.09
-C.ECB.M.bur.0.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,14.0,normal,119.3,11.6,lognormal,151.0,0.09,lognormal,151.1,0.09
-C.ECB.M.bur.0.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,16.1,normal,126.8,13.2,normal,161.3,12.1,lognormal,161.5,0.08
-C.ECB.M.bur.0.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,16.1,normal,128.2,13.0,normal,159.2,11.3,normal,249.9,20.3
-C.ECB.M.bur.0.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,11.5,lognormal,108.7,0.1,normal,129.9,10.5,lognormal,214.6,0.08
-C.ECB.M.bur.0.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,13.5,normal,112.3,11.7,normal,140.7,11.5,normal,203.1,16.1
-C.ECB.M.bur.0.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,13.4,normal,116.0,10.3,normal,141.2,11.4,normal,226.4,17.9
-C.ECB.M.bur.0.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.7,normal,123.7,11.6,normal,153.2,11.1,normal,249.0,22.4
-C.ECB.M.bur.0.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,18.6,lognormal,133.9,0.14,lognormal,155.6,0.13,lognormal,183.4,0.13
-C.ECB.M.bur.0.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.7,lognormal,125.8,0.14,lognormal,143.5,0.13,lognormal,168.2,0.13
-C.ECB.M.bur.0.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,17.5,lognormal,121.3,0.14,lognormal,137.9,0.13,lognormal,161.2,0.13
-C.ECB.M.bur.0.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.1,lognormal,128.1,0.14,lognormal,148.3,0.14,lognormal,172.9,0.13
-C.ECB.M.bur.0.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,18.9,normal,131.7,16.2,lognormal,153.2,0.13,lognormal,177.2,0.12
-C.ECB.M.bur.0.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.5,normal,135.5,17.7,lognormal,205.8,0.1,lognormal,205.9,0.1
-C.ECB.M.bur.0.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.0,normal,126.4,16.2,lognormal,178.4,0.08,lognormal,178.5,0.08
-C.ECB.M.bur.0.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,17.2,lognormal,122.5,0.15,normal,163.8,11.5,lognormal,163.9,0.07
-C.ECB.M.bur.0.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.4,lognormal,130.6,0.15,normal,190.0,16.7,normal,190.1,17.1
-C.ECB.M.bur.0.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.1,lognormal,133.4,0.14,lognormal,199.4,0.1,lognormal,199.5,0.1
-C.ECB.M.bur.0.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.2,lognormal,135.0,0.14,lognormal,197.8,0.1,lognormal,250.0,0.08
-C.ECB.M.bur.0.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,18.0,normal,126.1,16.3,lognormal,171.4,0.08,normal,215.0,16.2
-C.ECB.M.bur.0.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,17.5,lognormal,122.0,0.14,normal,157.7,11.3,normal,195.3,15.2
-C.ECB.M.bur.0.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.1,lognormal,130.2,0.15,lognormal,180.9,0.08,normal,230.9,18.4
-C.ECB.M.bur.0.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.8,lognormal,133.2,0.14,normal,190.2,15.9,normal,248.7,23.3
-C.ECB.M.bur.1.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,19.4,lognormal,135.3,0.14,normal,192.8,14.8,normal,231.8,20.4
-C.ECB.M.bur.1.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.6,normal,123.5,14.4,normal,158.5,11.1,lognormal,240.9,0.14
-C.ECB.M.bur.1.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,16.9,lognormal,121.9,0.14,lognormal,169.2,0.1,normal,204.7,19.2
-C.ECB.M.bur.1.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.7,normal,128.5,15.9,normal,172.2,13.3,lognormal,240.9,0.13
-C.ECB.M.bur.1.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.5,lognormal,133.1,0.14,normal,183.4,13.0,normal,233.0,24.5
-C.ECB.M.bur.1.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,18.8,lognormal,135.2,0.14,normal,217.1,14.4,normal,217.2,14.1
-C.ECB.M.bur.1.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,17.2,normal,125.2,15.5,normal,179.9,12.8,lognormal,180.0,0.07
-C.ECB.M.bur.1.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,17.1,normal,121.8,15.8,normal,201.9,21.3,normal,202.0,21.2
-C.ECB.M.bur.1.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,129.3,0.14,normal,194.6,14.3,lognormal,194.7,0.08
-C.ECB.M.bur.1.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.0,lognormal,133.1,0.14,normal,206.6,14.0,lognormal,207.0,0.07
-C.ECB.M.bur.1.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.7,lognormal,135.1,0.14,normal,202.3,11.8,lognormal,250.0,0.06
-C.ECB.M.bur.1.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,16.6,normal,124.2,14.7,lognormal,169.4,0.09,lognormal,250.0,0.08
-C.ECB.M.bur.1.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,17.1,lognormal,122.0,0.14,normal,180.4,15.8,lognormal,250.0,0.09
-C.ECB.M.bur.1.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,17.5,lognormal,129.0,0.14,normal,180.1,11.3,lognormal,250.0,0.06
-C.ECB.M.bur.1.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.6,lognormal,133.2,0.14,normal,195.9,13.4,lognormal,250.0,0.06
-C.ECB.M.bur.1.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.0,lognormal,134.7,0.14,lognormal,188.4,0.09,normal,247.2,27.4
-C.ECB.M.bur.1.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,16.1,normal,122.3,13.8,normal,155.3,11.7,normal,224.9,21.1
-C.ECB.M.bur.1.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,16.5,lognormal,121.3,0.14,lognormal,165.3,0.09,lognormal,209.1,0.12
-C.ECB.M.bur.1.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.3,normal,127.6,15.5,lognormal,168.0,0.09,normal,237.1,26.4
-C.ECB.M.bur.1.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,18.9,lognormal,132.6,0.14,lognormal,179.8,0.07,normal,246.8,28.4
-C.ECB.M.bur.1.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,18.9,lognormal,134.5,0.14,lognormal,209.8,0.07,lognormal,209.9,0.07
-C.ECB.M.bur.1.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.9,normal,124.6,15.1,normal,176.8,15.6,normal,176.9,16.2
-C.ECB.M.bur.1.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,16.9,lognormal,122.2,0.15,lognormal,197.4,0.13,lognormal,197.5,0.13
-C.ECB.M.bur.1.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,17.8,lognormal,129.8,0.14,lognormal,190.1,0.09,lognormal,190.2,0.09
-C.ECB.M.bur.1.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,19.0,lognormal,133.3,0.14,normal,202.7,15.0,lognormal,202.9,0.08
-C.ECB.M.bur.1.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.2,lognormal,135.0,0.14,normal,198.8,14.2,lognormal,250.0,0.06
-C.ECB.M.bur.1.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,16.4,normal,123.6,14.3,normal,164.4,14.6,lognormal,250.0,0.07
-C.ECB.M.bur.1.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,17.1,lognormal,121.9,0.14,normal,177.8,16.4,normal,249.9,20.3
-C.ECB.M.bur.1.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.6,lognormal,129.0,0.14,normal,177.1,13.7,lognormal,250.0,0.06
-C.ECB.M.bur.1.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,19.0,normal,132.9,16.7,normal,191.1,15.0,lognormal,250.0,0.06
-C.ECB.M.bur.1.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,18.7,lognormal,135.6,0.14,lognormal,184.6,0.07,normal,247.8,25.9
-C.ECB.M.bur.1.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,15.7,normal,121.4,13.4,normal,151.8,10.9,normal,226.2,18.6
-C.ECB.M.bur.1.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,16.1,lognormal,120.1,0.13,normal,160.5,12.1,lognormal,208.4,0.12
-C.ECB.M.bur.1.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,17.0,normal,127.0,14.7,lognormal,163.8,0.08,normal,247.0,27.9
-C.ECB.M.bur.1.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,18.3,normal,132.2,16.4,normal,175.9,11.7,normal,247.5,26.6
-C.ECB.M.bur.1.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.9,lognormal,135.3,0.14,normal,204.5,11.4,lognormal,204.7,0.06
-C.ECB.M.bur.1.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.6,lognormal,124.2,0.13,normal,171.6,15.1,lognormal,171.8,0.09
-C.ECB.M.bur.1.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,17.1,lognormal,122.3,0.14,lognormal,190.2,0.11,lognormal,190.3,0.11
-C.ECB.M.bur.1.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.5,lognormal,129.3,0.14,lognormal,183.0,0.08,lognormal,183.1,0.08
-C.ECB.M.bur.1.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,18.9,lognormal,132.9,0.14,normal,198.2,13.6,lognormal,198.3,0.07
-C.ECB.M.bur.1.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,18.9,lognormal,134.9,0.14,normal,194.9,12.1,lognormal,195.0,0.06
-C.ECB.M.bur.1.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,16.1,normal,122.5,13.5,normal,158.3,11.4,lognormal,250.0,0.06
-C.ECB.M.bur.1.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.9,normal,120.9,15.0,normal,173.1,15.8,normal,249.1,22.2
-C.ECB.M.bur.1.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.4,normal,128.1,15.5,normal,173.5,13.8,lognormal,250.0,0.06
-C.ECB.M.bur.1.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,18.4,lognormal,133.1,0.14,lognormal,185.2,0.07,lognormal,250.0,0.06
-C.ECB.M.bur.1.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.4,lognormal,135.5,0.14,lognormal,212.1,0.13,normal,223.3,19.9
-C.ECB.M.bur.1.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.1,lognormal,126.7,0.14,lognormal,200.2,0.14,normal,214.0,20.8
-C.ECB.M.bur.1.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,17.2,lognormal,123.0,0.15,lognormal,191.8,0.14,normal,206.3,21.3
-C.ECB.M.bur.1.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.2,lognormal,130.0,0.14,normal,203.7,23.5,normal,215.4,18.4
-C.ECB.M.bur.1.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,19.0,lognormal,133.5,0.14,lognormal,206.6,0.12,normal,218.3,18.4
-C.ECB.M.bur.1.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.3,lognormal,135.9,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ECB.M.bur.1.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,17.7,lognormal,127.1,0.15,lognormal,250.0,0.08,normal,252.5,20.0
-C.ECB.M.bur.1.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,17.4,lognormal,122.6,0.15,normal,227.4,16.6,normal,230.6,18.4
-C.ECB.M.bur.1.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.3,lognormal,130.0,0.14,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ECB.M.bur.1.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.8,lognormal,133.6,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ECB.M.bur.1.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.4,lognormal,135.1,0.14,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ECB.M.bur.1.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,18.1,normal,126.4,16.6,normal,250.0,20.0,lognormal,252.5,0.06
-C.ECB.M.bur.1.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,17.7,lognormal,122.2,0.14,normal,218.0,14.2,lognormal,250.0,0.06
-C.ECB.M.bur.1.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.2,lognormal,130.4,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ECB.M.bur.1.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,19.5,lognormal,133.7,0.14,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ECB.M.spm.0.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,13.9,normal,115.7,11.3,normal,136.3,8.9,normal,197.9,21.1
-C.ECB.M.spm.0.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,9.5,normal,95.5,8.2,normal,111.1,7.8,normal,174.1,18.3
-C.ECB.M.spm.0.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.5,10.2,normal,97.6,9.0,lognormal,119.9,0.09,normal,180.0,20.0
-C.ECB.M.spm.0.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,11.0,normal,103.3,8.8,lognormal,120.5,0.07,normal,181.4,16.7
-C.ECB.M.spm.0.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,12.8,normal,111.5,10.3,normal,129.7,8.4,normal,193.2,20.4
-C.ECB.M.spm.0.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,15.1,normal,119.6,13.2,lognormal,150.2,0.07,lognormal,150.3,0.07
-C.ECB.M.spm.0.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,10.3,normal,100.1,8.8,lognormal,121.2,0.08,lognormal,121.3,0.08
-C.ECB.M.spm.0.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,11.3,normal,102.5,10.2,lognormal,139.7,0.11,lognormal,139.8,0.11
-C.ECB.M.spm.0.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,12.2,normal,107.8,9.9,normal,130.1,9.1,lognormal,130.2,0.07
-C.ECB.M.spm.0.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,14.2,normal,114.9,11.5,normal,142.7,10.3,normal,142.8,10.0
-C.ECB.M.spm.0.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,14.3,normal,117.5,12.1,lognormal,143.3,0.07,normal,247.6,26.2
-C.ECB.M.spm.0.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,9.9,normal,97.7,8.4,normal,115.1,7.9,lognormal,211.3,0.11
-C.ECB.M.spm.0.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,11.0,lognormal,100.1,0.1,lognormal,128.0,0.09,normal,204.2,16.1
-C.ECB.M.spm.0.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.4,normal,105.6,9.3,normal,124.4,8.0,normal,215.5,18.1
-C.ECB.M.spm.0.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,13.2,normal,113.0,10.7,normal,135.3,8.7,normal,221.3,14.8
-C.ECB.M.spm.0.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,14.7,normal,118.5,12.8,normal,141.9,11.3,normal,207.4,26.6
-C.ECB.M.spm.0.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,10.5,lognormal,99.9,0.1,lognormal,117.9,0.09,normal,179.1,16.9
-C.ECB.M.spm.0.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.9,11.6,normal,101.7,10.5,normal,124.7,10.5,normal,181.0,23.2
-C.ECB.M.spm.0.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,12.0,normal,107.0,10.0,normal,125.9,9.2,normal,189.1,18.8
-C.ECB.M.spm.0.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,13.7,normal,114.1,11.3,lognormal,135.7,0.08,normal,199.0,19.7
-C.ECB.M.spm.0.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,16.0,normal,121.1,14.4,normal,160.6,12.7,lognormal,160.7,0.08
-C.ECB.M.spm.0.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.3,11.8,normal,104.3,9.9,lognormal,130.7,0.1,lognormal,130.8,0.1
-C.ECB.M.spm.0.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,12.9,normal,106.2,12.0,normal,147.4,14.0,lognormal,147.7,0.1
-C.ECB.M.spm.0.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,13.0,normal,111.1,11.4,lognormal,141.9,0.1,lognormal,142.0,0.1
-C.ECB.M.spm.0.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,14.7,normal,117.7,13.3,normal,153.7,13.0,lognormal,153.8,0.09
-C.ECB.M.spm.0.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.6,normal,119.8,13.7,normal,152.6,12.1,normal,249.6,21.1
-C.ECB.M.spm.0.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,11.0,normal,102.2,9.7,normal,123.2,10.4,normal,211.1,16.4
-C.ECB.M.spm.0.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,12.4,normal,104.0,11.1,lognormal,136.3,0.1,lognormal,203.4,0.09
-C.ECB.M.spm.0.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.8,normal,109.4,10.9,lognormal,133.8,0.09,normal,222.7,16.8
-C.ECB.M.spm.0.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,14.1,normal,116.2,12.3,lognormal,145.8,0.09,normal,248.3,24.4
-C.ECB.M.spm.0.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,15.8,normal,120.6,13.9,normal,147.7,13.3,normal,216.7,29.3
-C.ECB.M.spm.0.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,10.8,normal,103.7,9.7,normal,123.3,9.4,lognormal,185.0,0.1
-C.ECB.M.spm.0.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,12.6,normal,105.3,11.4,lognormal,128.8,0.09,normal,183.7,26.3
-C.ECB.M.spm.0.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,12.2,normal,110.5,11.0,normal,132.0,10.2,normal,196.0,17.0
-C.ECB.M.spm.0.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,14.3,normal,117.0,12.6,normal,142.6,12.7,normal,207.5,20.8
-C.ECB.M.spm.0.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,16.6,lognormal,122.6,0.14,lognormal,171.8,0.09,lognormal,171.9,0.09
-C.ECB.M.spm.0.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,12.4,normal,108.5,11.1,lognormal,138.5,0.09,lognormal,138.6,0.09
-C.ECB.M.spm.0.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,14.2,lognormal,109.1,0.13,lognormal,151.1,0.09,lognormal,151.2,0.09
-C.ECB.M.spm.0.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,14.0,normal,114.4,12.7,normal,150.4,12.3,lognormal,150.6,0.09
-C.ECB.M.spm.0.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.9,normal,119.7,14.9,normal,161.3,12.0,lognormal,161.4,0.08
-C.ECB.M.spm.0.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,15.7,normal,121.7,14.9,normal,159.4,11.3,lognormal,250.0,0.1
-C.ECB.M.spm.0.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.6,normal,105.5,10.2,lognormal,130.0,0.09,normal,214.9,16.0
-C.ECB.M.spm.0.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,13.3,normal,107.6,12.7,normal,140.1,11.2,normal,204.1,17.0
-C.ECB.M.spm.0.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.3,normal,112.5,11.8,normal,141.2,11.4,normal,226.8,17.5
-C.ECB.M.spm.0.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,15.1,normal,118.7,13.7,normal,152.9,11.2,lognormal,250.0,0.1
-C.ECB.M.spm.0.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.8,lognormal,124.0,0.15,lognormal,155.5,0.13,lognormal,183.8,0.14
-C.ECB.M.spm.0.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,16.8,lognormal,115.7,0.15,lognormal,143.4,0.13,lognormal,168.0,0.13
-C.ECB.M.spm.0.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,16.4,lognormal,111.7,0.15,lognormal,137.9,0.13,lognormal,161.3,0.13
-C.ECB.M.spm.0.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.2,lognormal,118.4,0.14,lognormal,149.1,0.14,lognormal,172.9,0.13
-C.ECB.M.spm.0.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.5,lognormal,121.7,0.14,lognormal,153.1,0.13,lognormal,177.0,0.12
-C.ECB.M.spm.0.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.8,lognormal,123.9,0.15,lognormal,205.8,0.1,lognormal,205.9,0.1
-C.ECB.M.spm.0.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,17.2,lognormal,115.7,0.15,lognormal,178.7,0.08,lognormal,178.8,0.08
-C.ECB.M.spm.0.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,16.5,lognormal,111.5,0.15,normal,163.9,11.7,lognormal,164.0,0.07
-C.ECB.M.spm.0.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.4,lognormal,119.2,0.15,lognormal,189.8,0.09,lognormal,189.9,0.09
-C.ECB.M.spm.0.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,18.0,lognormal,122.0,0.15,lognormal,200.1,0.1,lognormal,200.2,0.1
-C.ECB.M.spm.0.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,17.9,lognormal,123.7,0.15,lognormal,197.9,0.1,lognormal,250.0,0.08
-C.ECB.M.spm.0.D.med.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.0,0.18,lognormal,115.5,0.15,lognormal,171.8,0.08,lognormal,216.6,0.09
-C.ECB.M.spm.0.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,16.5,lognormal,111.8,0.15,normal,157.4,11.2,normal,195.3,14.8
-C.ECB.M.spm.0.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,17.4,lognormal,118.8,0.15,lognormal,181.0,0.08,normal,220.5,13.0
-C.ECB.M.spm.0.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.7,lognormal,121.5,0.14,normal,190.8,16.8,lognormal,250.0,0.11
-C.ECB.M.spm.1.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,18.1,lognormal,124.0,0.15,lognormal,192.8,0.08,normal,246.9,28.0
-C.ECB.M.spm.1.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,16.0,lognormal,115.1,0.14,normal,158.8,11.4,normal,230.3,23.8
-C.ECB.M.spm.1.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,16.0,lognormal,111.6,0.15,lognormal,168.8,0.1,normal,203.8,17.8
-C.ECB.M.spm.1.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.8,lognormal,118.7,0.15,normal,173.0,13.6,normal,233.7,25.1
-C.ECB.M.spm.1.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.4,lognormal,121.9,0.15,lognormal,184.1,0.08,normal,246.2,30.0
-C.ECB.M.spm.1.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.7,lognormal,123.8,0.15,normal,218.0,15.2,normal,218.1,15.4
-C.ECB.M.spm.1.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,16.4,lognormal,115.8,0.15,normal,180.1,13.0,lognormal,180.2,0.08
-C.ECB.M.spm.1.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,15.9,lognormal,111.2,0.14,normal,202.8,23.0,lognormal,203.4,0.12
-C.ECB.M.spm.1.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.3,lognormal,119.0,0.15,normal,195.2,14.6,lognormal,195.4,0.08
-C.ECB.M.spm.1.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.8,lognormal,121.9,0.15,normal,207.9,14.3,normal,208.0,13.8
-C.ECB.M.spm.1.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.5,lognormal,123.7,0.14,normal,202.3,12.1,lognormal,250.0,0.06
-C.ECB.M.spm.1.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,16.3,lognormal,115.4,0.14,lognormal,169.8,0.09,normal,250.3,19.1
-C.ECB.M.spm.1.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.2,normal,111.4,14.5,lognormal,183.1,0.11,normal,249.9,20.3
-C.ECB.M.spm.1.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.0,lognormal,118.8,0.15,normal,180.3,11.7,lognormal,250.0,0.06
-C.ECB.M.spm.1.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.8,lognormal,122.1,0.15,normal,196.2,12.9,lognormal,196.3,0.07
-C.ECB.M.spm.1.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,18.0,normal,123.3,16.3,lognormal,188.7,0.09,normal,246.9,28.3
-C.ECB.M.spm.1.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,15.7,lognormal,114.7,0.14,normal,155.1,11.7,normal,227.6,24.0
-C.ECB.M.spm.1.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,16.0,normal,111.2,14.5,normal,165.1,14.6,lognormal,209.1,0.12
-C.ECB.M.spm.1.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,17.2,lognormal,118.7,0.15,lognormal,169.5,0.09,normal,228.0,19.9
-C.ECB.M.spm.1.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.8,normal,121.4,15.7,normal,180.2,12.8,normal,232.0,20.5
-C.ECB.M.spm.1.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,18.0,lognormal,123.8,0.15,normal,208.4,13.2,normal,208.5,13.2
-C.ECB.M.spm.1.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,16.5,normal,115.3,15.2,normal,176.4,15.1,lognormal,176.6,0.09
-C.ECB.M.spm.1.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.2,lognormal,111.5,0.14,lognormal,199.4,0.14,lognormal,199.5,0.13
-C.ECB.M.spm.1.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.8,lognormal,118.8,0.15,lognormal,189.0,0.09,lognormal,189.1,0.09
-C.ECB.M.spm.1.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.5,lognormal,121.6,0.15,normal,203.1,13.9,lognormal,203.3,0.07
-C.ECB.M.spm.1.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.6,lognormal,123.8,0.15,normal,199.9,14.5,lognormal,200.1,0.08
-C.ECB.M.spm.1.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,15.9,lognormal,115.1,0.14,lognormal,163.5,0.09,lognormal,250.0,0.06
-C.ECB.M.spm.1.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.2,lognormal,111.8,0.15,normal,177.0,16.9,normal,249.0,22.5
-C.ECB.M.spm.1.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.7,lognormal,118.7,0.15,normal,176.3,12.5,lognormal,250.0,0.06
-C.ECB.M.spm.1.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.7,lognormal,121.9,0.15,normal,191.3,15.0,lognormal,191.5,0.08
-C.ECB.M.spm.1.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.7,lognormal,123.9,0.15,lognormal,184.4,0.07,normal,247.8,25.9
-C.ECB.M.spm.1.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,15.7,normal,113.9,14.0,normal,151.8,10.7,normal,240.8,26.0
-C.ECB.M.spm.1.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,15.9,lognormal,111.6,0.15,normal,160.4,12.5,normal,206.6,21.1
-C.ECB.M.spm.1.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,16.6,lognormal,118.2,0.14,lognormal,163.8,0.08,normal,247.3,27.1
-C.ECB.M.spm.1.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.4,lognormal,122.0,0.15,normal,175.8,10.6,normal,247.1,27.7
-C.ECB.M.spm.1.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.5,lognormal,123.6,0.14,normal,205.1,12.3,normal,205.2,12.4
-C.ECB.M.spm.1.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,16.2,lognormal,115.3,0.14,normal,171.5,15.3,lognormal,171.8,0.1
-C.ECB.M.spm.1.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,16.3,normal,111.3,14.6,lognormal,189.5,0.11,lognormal,189.6,0.11
-C.ECB.M.spm.1.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.9,lognormal,118.6,0.15,lognormal,183.6,0.08,lognormal,183.7,0.08
-C.ECB.M.spm.1.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.7,lognormal,121.8,0.14,normal,198.2,13.3,lognormal,198.3,0.07
-C.ECB.M.spm.1.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.8,lognormal,124.1,0.15,normal,194.2,12.0,lognormal,250.0,0.06
-C.ECB.M.spm.1.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,16.0,lognormal,114.9,0.14,normal,158.3,11.4,normal,250.3,19.1
-C.ECB.M.spm.1.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,16.1,lognormal,111.7,0.15,lognormal,172.8,0.1,normal,249.2,22.1
-C.ECB.M.spm.1.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.2,lognormal,118.3,0.14,normal,173.0,13.3,lognormal,250.0,0.06
-C.ECB.M.spm.1.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.4,lognormal,121.8,0.15,lognormal,184.8,0.07,lognormal,184.9,0.07
-C.ECB.M.spm.1.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,18.0,lognormal,123.9,0.15,normal,210.3,23.5,normal,223.2,19.8
-C.ECB.M.spm.1.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,17.2,normal,115.2,15.0,lognormal,199.8,0.14,normal,214.4,21.1
-C.ECB.M.spm.1.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,16.2,lognormal,111.6,0.15,lognormal,191.0,0.13,normal,206.9,21.7
-C.ECB.M.spm.1.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.2,lognormal,118.9,0.15,lognormal,204.2,0.13,normal,218.0,20.2
-C.ECB.M.spm.1.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,18.0,normal,121.8,15.9,lognormal,206.3,0.12,lognormal,218.1,0.09
-C.ECB.M.spm.1.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.7,lognormal,123.8,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ECB.M.spm.1.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,16.9,lognormal,115.6,0.15,lognormal,250.0,0.08,normal,252.5,20.0
-C.ECB.M.spm.1.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.6,lognormal,112.0,0.15,normal,227.3,16.7,normal,230.5,18.5
-C.ECB.M.spm.1.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.2,lognormal,119.0,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ECB.M.spm.1.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,17.6,lognormal,121.2,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ECB.M.spm.1.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.9,lognormal,123.7,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ECB.M.spm.1.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,16.8,lognormal,115.2,0.14,normal,241.4,17.0,lognormal,250.0,0.06
-C.ECB.M.spm.1.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,16.7,lognormal,112.0,0.15,normal,218.0,14.2,lognormal,250.0,0.06
-C.ECB.M.spm.1.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.2,lognormal,118.8,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ECB.M.spm.1.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,18.0,lognormal,122.0,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.H.bur.0.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.1,normal,106.8,13.3,normal,137.5,10.5,normal,195.2,16.7
-C.ERB.H.bur.0.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.2,10.2,normal,93.3,8.7,normal,114.7,7.4,normal,177.7,15.6
-C.ERB.H.bur.0.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.5,10.9,normal,94.1,9.8,normal,123.0,10.0,normal,178.7,15.4
-C.ERB.H.bur.0.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,11.9,normal,99.5,10.7,normal,123.1,7.6,lognormal,186.4,0.1
-C.ERB.H.bur.0.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,14.1,normal,104.5,12.5,normal,132.3,9.2,normal,190.0,16.2
-C.ERB.H.bur.0.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,15.7,normal,107.8,14.1,normal,158.8,10.0,normal,158.9,10.1
-C.ERB.H.bur.0.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.9,11.2,normal,96.7,9.9,lognormal,128.5,0.08,lognormal,128.6,0.08
-C.ERB.H.bur.0.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,12.4,normal,97.3,11.5,normal,152.8,13.3,lognormal,153.1,0.09
-C.ERB.H.bur.0.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,13.3,lognormal,102.2,0.13,normal,139.3,10.2,lognormal,139.4,0.08
-C.ERB.H.bur.0.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,15.0,lognormal,106.0,0.14,normal,152.5,10.7,lognormal,152.6,0.07
-C.ERB.H.bur.0.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,15.4,lognormal,107.6,0.14,normal,150.6,9.9,normal,239.6,20.9
-C.ERB.H.bur.0.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.7,10.6,normal,95.1,9.2,lognormal,121.3,0.08,normal,206.9,14.3
-C.ERB.H.bur.0.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.8,11.7,normal,95.8,10.4,lognormal,139.0,0.1,lognormal,202.3,0.07
-C.ERB.H.bur.0.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,12.6,normal,101.0,11.3,normal,130.8,9.2,lognormal,213.8,0.08
-C.ERB.H.bur.0.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,14.7,normal,105.5,13.2,normal,142.7,10.0,normal,220.8,14.7
-C.ERB.H.bur.0.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,15.8,lognormal,107.6,0.14,normal,141.5,12.7,normal,198.4,18.4
-C.ERB.H.bur.0.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,11.4,normal,96.3,10.1,normal,121.4,9.8,normal,180.1,15.4
-C.ERB.H.bur.0.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.6,12.3,normal,96.7,11.3,normal,126.7,10.9,lognormal,180.3,0.09
-C.ERB.H.bur.0.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,13.2,normal,101.7,12.0,lognormal,128.9,0.08,lognormal,189.1,0.1
-C.ERB.H.bur.0.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.2,15.0,lognormal,106.0,0.14,normal,136.2,10.8,normal,195.8,18.1
-C.ERB.H.bur.0.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.9,lognormal,108.0,0.15,lognormal,171.8,0.09,lognormal,171.9,0.09
-C.ERB.H.bur.0.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.0,12.5,normal,99.1,11.4,normal,141.7,14.8,lognormal,142.0,0.11
-C.ERB.H.bur.0.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.3,13.6,lognormal,98.9,0.14,normal,156.6,11.5,lognormal,156.8,0.08
-C.ERB.H.bur.0.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,14.1,normal,103.1,12.8,normal,153.0,14.8,lognormal,153.1,0.1
-C.ERB.H.bur.0.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,15.4,normal,106.1,13.8,lognormal,165.3,0.1,lognormal,165.4,0.1
-C.ERB.H.bur.0.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,15.8,lognormal,107.9,0.15,normal,159.6,11.9,normal,235.6,18.7
-C.ERB.H.bur.0.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.1,11.9,normal,97.8,10.5,normal,130.4,11.8,normal,207.3,13.7
-C.ERB.H.bur.0.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.4,12.8,normal,97.9,11.9,normal,146.5,12.6,lognormal,203.3,0.07
-C.ERB.H.bur.0.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,13.8,normal,102.3,12.5,normal,141.0,12.5,normal,211.2,12.5
-C.ERB.H.bur.0.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,15.3,lognormal,106.3,0.14,normal,153.1,12.3,normal,228.6,18.1
-C.ERB.H.bur.0.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.6,lognormal,107.8,0.14,lognormal,145.2,0.11,normal,200.5,17.5
-C.ERB.H.bur.0.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.8,12.0,normal,98.7,11.1,normal,125.8,9.3,lognormal,182.8,0.09
-C.ERB.H.bur.0.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,13.2,normal,98.4,12.3,normal,130.4,12.5,lognormal,181.4,0.1
-C.ERB.H.bur.0.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,13.8,normal,103.2,12.7,lognormal,133.5,0.09,normal,191.0,17.5
-C.ERB.H.bur.0.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,normal,106.7,14.0,normal,140.8,13.6,normal,198.4,17.2
-C.ERB.H.bur.0.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.1,lognormal,108.1,0.14,normal,177.3,11.9,lognormal,177.5,0.07
-C.ERB.H.bur.0.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,13.6,lognormal,101.3,0.14,normal,148.7,13.2,lognormal,148.8,0.09
-C.ERB.H.bur.0.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,14.3,lognormal,100.1,0.15,normal,158.7,10.7,normal,158.8,10.7
-C.ERB.H.bur.0.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,14.9,lognormal,104.3,0.14,normal,158.3,11.5,lognormal,158.4,0.08
-C.ERB.H.bur.0.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,lognormal,106.8,0.15,normal,172.2,13.8,lognormal,172.4,0.09
-C.ERB.H.bur.0.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.2,lognormal,108.4,0.15,normal,168.4,13.5,lognormal,250.0,0.12
-C.ERB.H.bur.0.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.6,12.5,normal,99.9,11.7,lognormal,137.6,0.09,normal,207.6,12.5
-C.ERB.H.bur.0.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.8,13.8,lognormal,99.4,0.14,lognormal,149.2,0.08,normal,204.1,14.5
-C.ERB.H.bur.0.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,14.7,lognormal,103.5,0.14,normal,149.1,12.2,lognormal,222.4,0.09
-C.ERB.H.bur.0.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,lognormal,106.9,0.15,normal,159.3,11.7,normal,225.2,16.3
-C.ERB.H.bur.0.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,15.9,lognormal,108.0,0.15,lognormal,149.5,0.13,normal,202.7,20.6
-C.ERB.H.bur.0.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.5,lognormal,103.0,0.15,lognormal,139.8,0.12,normal,188.4,18.4
-C.ERB.H.bur.0.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.4,lognormal,100.4,0.15,lognormal,135.1,0.12,lognormal,181.1,0.1
-C.ERB.H.bur.0.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,16.0,lognormal,105.0,0.15,lognormal,143.3,0.13,normal,194.3,18.5
-C.ERB.H.bur.0.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.8,normal,106.2,13.9,lognormal,147.5,0.13,normal,198.5,20.4
-C.ERB.H.bur.0.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,107.9,0.15,lognormal,199.6,0.11,lognormal,199.7,0.11
-C.ERB.H.bur.0.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.8,lognormal,103.1,0.15,lognormal,179.9,0.08,lognormal,180.0,0.08
-C.ERB.H.bur.0.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.5,lognormal,100.5,0.15,normal,166.2,10.2,normal,166.3,10.1
-C.ERB.H.bur.0.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.6,lognormal,104.7,0.15,lognormal,188.1,0.09,lognormal,188.2,0.1
-C.ERB.H.bur.0.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,lognormal,106.9,0.15,lognormal,195.8,0.1,lognormal,195.9,0.1
-C.ERB.H.bur.0.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.9,lognormal,108.1,0.15,normal,188.5,17.6,normal,249.1,22.2
-C.ERB.H.bur.0.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.8,lognormal,103.0,0.15,normal,168.5,11.7,normal,217.5,14.6
-C.ERB.H.bur.0.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,100.2,0.15,normal,157.8,10.6,normal,206.7,14.5
-C.ERB.H.bur.0.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.6,lognormal,105.0,0.15,normal,175.9,13.8,normal,230.7,18.7
-C.ERB.H.bur.0.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.1,lognormal,107.0,0.15,normal,184.3,16.4,normal,248.2,24.7
-C.ERB.H.bur.1.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,107.9,0.15,lognormal,194.8,0.12,lognormal,250.0,0.09
-C.ERB.H.bur.1.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.6,lognormal,103.0,0.15,lognormal,169.3,0.09,normal,248.4,24.2
-C.ERB.H.bur.1.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.3,15.1,lognormal,100.2,0.15,lognormal,178.2,0.1,normal,225.2,18.1
-C.ERB.H.bur.1.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.6,lognormal,104.7,0.15,normal,177.7,14.0,lognormal,235.0,0.08
-C.ERB.H.bur.1.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.8,16.1,lognormal,106.9,0.15,normal,187.6,16.8,normal,249.6,21.1
-C.ERB.H.bur.1.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,107.8,0.15,lognormal,250.0,0.09,lognormal,252.5,0.09
-C.ERB.H.bur.1.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.6,lognormal,102.9,0.15,normal,204.1,17.8,normal,204.2,17.4
-C.ERB.H.bur.1.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.6,0.15,lognormal,235.0,0.09,normal,237.0,20.7
-C.ERB.H.bur.1.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.7,lognormal,105.0,0.15,normal,211.1,12.6,lognormal,211.3,0.06
-C.ERB.H.bur.1.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,16.1,lognormal,106.8,0.15,normal,244.1,22.2,normal,245.3,22.9
-C.ERB.H.bur.1.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.9,lognormal,108.3,0.15,normal,219.3,14.6,normal,219.4,14.8
-C.ERB.H.bur.1.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,102.9,0.15,lognormal,183.7,0.08,lognormal,183.8,0.08
-C.ERB.H.bur.1.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.2,0.15,normal,205.0,12.4,lognormal,250.0,0.06
-C.ERB.H.bur.1.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.8,lognormal,104.9,0.15,normal,197.3,14.6,lognormal,197.5,0.08
-C.ERB.H.bur.1.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.8,lognormal,107.2,0.15,normal,209.1,12.9,normal,209.2,12.9
-C.ERB.H.bur.1.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.1,lognormal,108.1,0.15,lognormal,192.1,0.11,normal,250.0,20.0
-C.ERB.H.bur.1.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.6,lognormal,103.1,0.15,lognormal,163.5,0.09,normal,222.6,14.4
-C.ERB.H.bur.1.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.2,lognormal,100.3,0.15,lognormal,174.9,0.1,normal,225.2,16.0
-C.ERB.H.bur.1.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.7,lognormal,104.7,0.15,lognormal,174.5,0.09,normal,249.5,21.3
-C.ERB.H.bur.1.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,16.1,lognormal,107.0,0.15,normal,184.5,15.1,normal,249.4,21.7
-C.ERB.H.bur.1.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.2,lognormal,108.2,0.15,lognormal,250.0,0.12,normal,250.2,26.1
-C.ERB.H.bur.1.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.4,normal,102.7,13.7,lognormal,196.2,0.11,lognormal,196.3,0.11
-C.ERB.H.bur.1.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.4,lognormal,100.7,0.15,normal,227.1,17.0,normal,230.1,18.7
-C.ERB.H.bur.1.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.8,lognormal,104.8,0.15,normal,205.5,14.8,normal,205.7,12.8
-C.ERB.H.bur.1.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,16.0,lognormal,106.8,0.15,normal,219.3,16.2,lognormal,220.9,0.08
-C.ERB.H.bur.1.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.0,lognormal,108.2,0.15,normal,211.9,15.0,normal,212.0,15.3
-C.ERB.H.bur.1.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,102.6,0.15,normal,177.9,17.0,normal,178.0,17.0
-C.ERB.H.bur.1.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.1,lognormal,100.4,0.15,normal,204.3,16.6,lognormal,250.0,0.06
-C.ERB.H.bur.1.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.7,lognormal,105.0,0.15,lognormal,192.5,0.1,lognormal,192.6,0.1
-C.ERB.H.bur.1.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,16.1,lognormal,107.1,0.15,lognormal,202.9,0.07,lognormal,203.0,0.07
-C.ERB.H.bur.1.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.9,lognormal,108.1,0.15,normal,188.2,15.7,lognormal,250.0,0.09
-C.ERB.H.bur.1.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,102.9,0.15,normal,158.0,11.2,normal,220.4,13.0
-C.ERB.H.bur.1.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,15.0,lognormal,100.4,0.15,lognormal,173.5,0.1,normal,238.2,23.7
-C.ERB.H.bur.1.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.9,lognormal,104.9,0.15,normal,171.6,13.7,normal,248.1,24.8
-C.ERB.H.bur.1.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.9,lognormal,106.8,0.15,normal,179.5,12.4,normal,249.6,21.1
-C.ERB.H.bur.1.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.2,lognormal,108.3,0.15,normal,221.2,14.7,normal,221.3,14.9
-C.ERB.H.bur.1.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,103.0,0.15,lognormal,188.3,0.1,lognormal,188.4,0.1
-C.ERB.H.bur.1.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.2,lognormal,100.5,0.15,normal,226.7,17.5,normal,229.5,19.1
-C.ERB.H.bur.1.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,15.5,lognormal,104.8,0.15,normal,201.2,15.2,normal,201.3,15.0
-C.ERB.H.bur.1.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.8,lognormal,106.9,0.15,lognormal,212.4,0.07,lognormal,212.5,0.07
-C.ERB.H.bur.1.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,108.1,0.15,normal,204.2,11.1,lognormal,250.0,0.06
-C.ERB.H.bur.1.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,15.1,lognormal,102.6,0.15,lognormal,173.5,0.1,lognormal,250.0,0.06
-C.ERB.H.bur.1.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.0,lognormal,100.2,0.15,normal,201.1,17.5,lognormal,250.0,0.06
-C.ERB.H.bur.1.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.7,lognormal,104.9,0.15,lognormal,184.2,0.08,lognormal,184.3,0.08
-C.ERB.H.bur.1.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.7,lognormal,106.7,0.15,normal,198.8,13.5,lognormal,198.9,0.07
-C.ERB.H.bur.1.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,15.9,lognormal,108.0,0.15,lognormal,198.1,0.12,normal,249.6,20.9
-C.ERB.H.bur.1.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.6,lognormal,102.9,0.15,lognormal,189.3,0.13,lognormal,250.0,0.13
-C.ERB.H.bur.1.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,100.5,0.15,lognormal,183.7,0.12,normal,234.7,20.5
-C.ERB.H.bur.1.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.9,lognormal,105.0,0.15,lognormal,193.6,0.14,normal,249.1,22.4
-C.ERB.H.bur.1.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.1,lognormal,106.5,0.14,lognormal,194.2,0.12,lognormal,250.0,0.09
-C.ERB.H.bur.1.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,15.9,lognormal,108.1,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.H.bur.1.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.7,lognormal,103.2,0.15,lognormal,250.0,0.07,lognormal,252.5,0.08
-C.ERB.H.bur.1.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.4,lognormal,100.3,0.15,lognormal,235.0,0.07,normal,239.0,16.7
-C.ERB.H.bur.1.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.8,lognormal,105.0,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.H.bur.1.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,16.1,lognormal,106.8,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.H.bur.1.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,108.0,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.H.bur.1.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.3,lognormal,102.8,0.15,normal,236.5,17.1,normal,239.6,18.5
-C.ERB.H.bur.1.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.4,lognormal,100.4,0.15,normal,214.2,13.0,lognormal,250.0,0.06
-C.ERB.H.bur.1.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.9,lognormal,104.7,0.15,lognormal,250.0,0.1,normal,251.4,23.0
-C.ERB.H.bur.1.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.0,lognormal,106.5,0.14,lognormal,250.0,0.09,normal,252.1,21.0
-C.ERB.H.spm.0.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.0,lognormal,100.0,0.15,normal,137.5,10.5,normal,195.4,17.0
-C.ERB.H.spm.0.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,84.8,10.5,normal,90.5,9.7,normal,114.8,7.5,normal,177.8,15.7
-C.ERB.H.spm.0.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,84.6,11.5,normal,90.4,11.1,normal,123.0,10.1,lognormal,178.8,0.09
-C.ERB.H.spm.0.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,12.4,normal,95.0,12.0,normal,123.2,7.7,lognormal,185.7,0.1
-C.ERB.H.spm.0.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,14.3,lognormal,98.7,0.15,normal,131.9,9.2,normal,190.5,16.6
-C.ERB.H.spm.0.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.2,15.5,lognormal,100.2,0.15,normal,158.3,9.6,normal,158.4,9.3
-C.ERB.H.spm.0.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.0,11.7,normal,92.8,11.2,lognormal,128.4,0.08,lognormal,128.5,0.08
-C.ERB.H.spm.0.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.4,12.6,normal,92.0,12.3,normal,152.5,13.4,lognormal,152.8,0.09
-C.ERB.H.spm.0.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.7,lognormal,96.4,0.15,lognormal,139.7,0.08,lognormal,139.8,0.08
-C.ERB.H.spm.0.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,14.8,lognormal,98.7,0.15,normal,152.4,10.4,lognormal,152.5,0.07
-C.ERB.H.spm.0.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,15.4,lognormal,100.3,0.15,normal,150.4,9.4,lognormal,250.0,0.13
-C.ERB.H.spm.0.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.0,11.2,normal,91.7,10.4,lognormal,121.5,0.08,normal,205.7,14.5
-C.ERB.H.spm.0.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,85.7,12.1,normal,91.3,11.8,normal,138.8,13.0,normal,202.5,12.5
-C.ERB.H.spm.0.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.2,13.0,normal,96.0,12.4,normal,130.8,9.3,normal,212.9,13.0
-C.ERB.H.spm.0.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,14.6,lognormal,98.7,0.15,normal,142.9,10.2,normal,221.4,15.8
-C.ERB.H.spm.0.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.5,lognormal,100.1,0.15,normal,141.4,12.6,normal,199.2,18.4
-C.ERB.H.spm.0.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,11.8,normal,92.4,11.0,lognormal,121.6,0.09,normal,180.2,15.4
-C.ERB.H.spm.0.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.1,12.6,normal,91.6,12.2,lognormal,127.8,0.1,normal,178.8,14.8
-C.ERB.H.spm.0.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.4,normal,96.0,12.7,lognormal,128.9,0.08,normal,187.8,17.0
-C.ERB.H.spm.0.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,15.1,lognormal,99.2,0.16,normal,136.4,11.1,normal,194.8,15.2
-C.ERB.H.spm.0.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.6,lognormal,100.0,0.15,normal,171.5,14.8,lognormal,171.8,0.09
-C.ERB.H.spm.0.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.7,13.1,normal,94.3,12.5,lognormal,141.6,0.11,lognormal,141.7,0.11
-C.ERB.H.spm.0.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.6,13.7,lognormal,92.6,0.15,normal,156.7,11.5,lognormal,156.8,0.08
-C.ERB.H.spm.0.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.8,14.4,lognormal,96.8,0.15,normal,152.5,14.0,lognormal,152.6,0.1
-C.ERB.H.spm.0.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,15.4,lognormal,99.1,0.15,lognormal,164.4,0.1,lognormal,164.5,0.09
-C.ERB.H.spm.0.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.8,lognormal,100.5,0.16,normal,159.9,12.3,normal,247.4,26.6
-C.ERB.H.spm.0.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.0,12.5,normal,93.5,11.8,lognormal,130.4,0.1,normal,209.1,15.9
-C.ERB.H.spm.0.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.0,13.3,normal,92.4,12.7,normal,146.4,13.0,normal,204.0,13.9
-C.ERB.H.spm.0.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,13.9,normal,96.6,13.1,normal,141.5,12.8,normal,218.5,16.6
-C.ERB.H.spm.0.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,15.2,lognormal,99.0,0.16,normal,153.1,12.7,lognormal,224.4,0.08
-C.ERB.H.spm.0.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.2,0.15,lognormal,145.1,0.11,normal,201.0,17.6
-C.ERB.H.spm.0.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.6,12.7,normal,93.9,12.4,normal,125.8,9.4,normal,183.5,16.2
-C.ERB.H.spm.0.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.2,13.5,lognormal,92.2,0.15,normal,130.7,12.7,normal,180.9,15.7
-C.ERB.H.spm.0.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,14.2,lognormal,96.6,0.15,lognormal,133.7,0.09,normal,191.0,16.5
-C.ERB.H.spm.0.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.4,lognormal,99.1,0.16,normal,141.0,13.6,normal,197.7,17.2
-C.ERB.H.spm.0.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.7,lognormal,100.2,0.16,normal,177.0,11.4,lognormal,177.1,0.07
-C.ERB.H.spm.0.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.8,13.8,lognormal,95.0,0.15,normal,148.7,13.0,lognormal,148.8,0.09
-C.ERB.H.spm.0.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.5,14.6,lognormal,93.1,0.16,normal,158.8,10.9,normal,158.9,10.8
-C.ERB.H.spm.0.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,14.8,lognormal,96.9,0.15,normal,158.2,11.2,lognormal,158.3,0.07
-C.ERB.H.spm.0.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.6,lognormal,99.1,0.15,normal,171.6,14.0,lognormal,171.8,0.09
-C.ERB.H.spm.0.C.med.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.7,0.18,lognormal,100.3,0.15,lognormal,167.7,0.08,lognormal,250.0,0.12
-C.ERB.H.spm.0.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,13.2,normal,94.5,12.8,lognormal,137.7,0.09,normal,209.9,14.5
-C.ERB.H.spm.0.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.9,14.0,lognormal,92.8,0.15,normal,149.1,10.8,normal,203.7,12.4
-C.ERB.H.spm.0.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,14.6,lognormal,96.9,0.15,normal,149.2,12.1,normal,218.2,15.8
-C.ERB.H.spm.0.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.3,lognormal,99.0,0.15,normal,159.8,11.9,lognormal,250.0,0.13
-C.ERB.H.spm.0.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.4,lognormal,99.9,0.15,lognormal,149.1,0.13,normal,202.6,20.7
-C.ERB.H.spm.0.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.2,lognormal,95.3,0.15,lognormal,140.0,0.12,normal,190.4,19.5
-C.ERB.H.spm.0.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.1,0.16,lognormal,134.8,0.12,normal,181.2,17.2
-C.ERB.H.spm.0.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,97.1,0.15,lognormal,144.3,0.13,normal,195.9,19.9
-C.ERB.H.spm.0.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.9,lognormal,99.3,0.15,lognormal,146.2,0.12,normal,200.0,20.5
-C.ERB.H.spm.0.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.8,lognormal,100.2,0.15,normal,198.6,19.4,normal,198.7,19.4
-C.ERB.H.spm.0.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.6,lognormal,95.5,0.16,lognormal,179.2,0.08,lognormal,179.3,0.08
-C.ERB.H.spm.0.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.5,lognormal,93.1,0.16,lognormal,167.4,0.07,lognormal,167.5,0.08
-C.ERB.H.spm.0.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.7,lognormal,97.4,0.16,normal,186.5,15.0,lognormal,186.7,0.09
-C.ERB.H.spm.0.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.8,lognormal,99.1,0.15,lognormal,194.8,0.1,lognormal,194.9,0.1
-C.ERB.H.spm.0.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.0,0.15,lognormal,188.3,0.1,normal,248.7,23.3
-C.ERB.H.spm.0.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.6,lognormal,95.4,0.16,normal,169.2,13.3,lognormal,221.5,0.09
-C.ERB.H.spm.0.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.2,lognormal,93.0,0.16,lognormal,157.7,0.07,lognormal,208.5,0.08
-C.ERB.H.spm.0.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.6,lognormal,97.5,0.16,lognormal,177.6,0.09,normal,227.5,17.2
-C.ERB.H.spm.0.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.9,lognormal,99.0,0.15,normal,183.5,16.0,lognormal,250.0,0.12
-C.ERB.H.spm.1.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.7,lognormal,100.2,0.15,lognormal,193.9,0.11,lognormal,250.0,0.08
-C.ERB.H.spm.1.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.4,lognormal,95.3,0.15,lognormal,169.3,0.1,lognormal,250.0,0.11
-C.ERB.H.spm.1.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.3,0.16,normal,178.6,17.9,normal,224.7,16.2
-C.ERB.H.spm.1.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.8,lognormal,97.3,0.16,normal,177.7,13.8,lognormal,250.0,0.09
-C.ERB.H.spm.1.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.2,0.16,normal,188.6,18.3,normal,249.1,22.2
-C.ERB.H.spm.1.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.5,lognormal,99.9,0.15,normal,249.9,20.3,normal,251.9,21.3
-C.ERB.H.spm.1.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.5,lognormal,95.4,0.16,normal,206.9,19.4,normal,207.0,19.3
-C.ERB.H.spm.1.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.2,0.16,normal,231.5,17.5,normal,234.4,19.0
-C.ERB.H.spm.1.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.8,lognormal,97.4,0.16,normal,211.8,13.6,lognormal,212.5,0.07
-C.ERB.H.spm.1.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.8,lognormal,99.2,0.15,normal,248.3,24.3,normal,249.0,24.6
-C.ERB.H.spm.1.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.9,lognormal,100.3,0.15,normal,221.8,15.0,normal,222.0,14.9
-C.ERB.H.spm.1.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.4,0.16,lognormal,182.8,0.08,lognormal,182.9,0.08
-C.ERB.H.spm.1.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.0,0.16,normal,208.6,14.9,lognormal,250.0,0.06
-C.ERB.H.spm.1.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.3,lognormal,96.9,0.15,normal,197.4,14.6,lognormal,250.0,0.06
-C.ERB.H.spm.1.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.8,lognormal,99.4,0.16,normal,208.2,12.6,normal,208.3,12.8
-C.ERB.H.spm.1.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.8,lognormal,100.2,0.15,normal,192.3,18.5,normal,249.4,21.5
-C.ERB.H.spm.1.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.4,lognormal,95.3,0.16,lognormal,163.5,0.09,lognormal,250.0,0.12
-C.ERB.H.spm.1.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.0,lognormal,93.1,0.16,normal,176.0,16.8,normal,227.2,18.6
-C.ERB.H.spm.1.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.6,lognormal,97.2,0.16,normal,174.7,13.9,lognormal,250.0,0.11
-C.ERB.H.spm.1.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,98.9,0.15,lognormal,184.0,0.09,normal,249.0,22.5
-C.ERB.H.spm.1.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.8,lognormal,100.2,0.15,lognormal,245.0,0.11,normal,245.6,24.4
-C.ERB.H.spm.1.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.3,lognormal,95.4,0.15,lognormal,196.3,0.11,normal,196.4,19.3
-C.ERB.H.spm.1.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.4,lognormal,93.2,0.16,normal,220.5,13.8,normal,220.6,13.7
-C.ERB.H.spm.1.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.6,lognormal,97.2,0.15,normal,207.8,16.0,normal,207.9,15.9
-C.ERB.H.spm.1.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.7,lognormal,99.1,0.15,normal,221.9,17.2,lognormal,223.9,0.09
-C.ERB.H.spm.1.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,16.0,lognormal,100.4,0.15,normal,210.5,13.4,normal,210.7,12.8
-C.ERB.H.spm.1.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.5,lognormal,95.3,0.16,normal,178.0,16.3,normal,178.1,16.4
-C.ERB.H.spm.1.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.3,lognormal,93.3,0.16,normal,203.4,15.8,lognormal,250.0,0.06
-C.ERB.H.spm.1.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.4,0.16,normal,191.9,17.0,normal,192.0,17.4
-C.ERB.H.spm.1.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,99.2,0.16,normal,204.8,15.6,normal,204.9,15.4
-C.ERB.H.spm.1.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.2,0.15,lognormal,188.1,0.09,normal,249.2,22.1
-C.ERB.H.spm.1.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.6,0.16,normal,158.6,11.5,lognormal,250.0,0.13
-C.ERB.H.spm.1.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,15.1,lognormal,93.0,0.15,normal,174.2,16.8,normal,217.5,11.1
-C.ERB.H.spm.1.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.2,0.15,lognormal,171.5,0.09,lognormal,250.0,0.11
-C.ERB.H.spm.1.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.7,lognormal,99.2,0.16,normal,180.6,12.8,normal,249.6,21.0
-C.ERB.H.spm.1.C.low.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.8,0.18,lognormal,100.5,0.16,normal,227.3,16.9,normal,227.4,16.6
-C.ERB.H.spm.1.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,15.4,lognormal,95.7,0.16,lognormal,187.7,0.09,lognormal,187.8,0.09
-C.ERB.H.spm.1.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.0,0.16,normal,225.8,18.8,normal,226.1,18.8
-C.ERB.H.spm.1.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,97.0,0.15,normal,201.8,15.5,lognormal,202.0,0.08
-C.ERB.H.spm.1.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.8,lognormal,99.1,0.16,normal,215.1,14.3,normal,215.2,14.3
-C.ERB.H.spm.1.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.8,lognormal,100.4,0.16,lognormal,207.5,0.07,lognormal,207.6,0.07
-C.ERB.H.spm.1.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.4,lognormal,95.4,0.16,lognormal,172.4,0.1,lognormal,250.0,0.06
-C.ERB.H.spm.1.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.1,lognormal,93.2,0.16,normal,200.8,17.6,lognormal,250.0,0.06
-C.ERB.H.spm.1.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,15.8,lognormal,97.5,0.16,lognormal,184.3,0.08,lognormal,184.4,0.08
-C.ERB.H.spm.1.C.med.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.7,0.18,lognormal,99.4,0.16,normal,198.5,13.1,lognormal,250.0,0.06
-C.ERB.H.spm.1.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.7,0.18,lognormal,100.2,0.16,lognormal,200.0,0.13,lognormal,250.0,0.09
-C.ERB.H.spm.1.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.4,0.16,lognormal,188.4,0.13,lognormal,250.0,0.13
-C.ERB.H.spm.1.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.0,0.15,normal,184.7,21.2,normal,222.9,15.7
-C.ERB.H.spm.1.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.18,lognormal,97.2,0.16,lognormal,194.2,0.13,normal,249.0,22.5
-C.ERB.H.spm.1.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.0,0.15,lognormal,198.1,0.13,normal,248.8,23.0
-C.ERB.H.spm.1.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.7,lognormal,100.1,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.H.spm.1.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.4,lognormal,95.4,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.H.spm.1.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.1,0.16,normal,232.7,15.5,normal,236.5,17.1
-C.ERB.H.spm.1.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.5,lognormal,97.3,0.16,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.H.spm.1.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,99.0,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.H.spm.1.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.2,0.15,lognormal,250.0,0.08,normal,252.5,20.0
-C.ERB.H.spm.1.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.6,lognormal,95.4,0.16,lognormal,230.0,0.07,lognormal,250.0,0.06
-C.ERB.H.spm.1.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.3,0.16,normal,213.7,11.9,lognormal,250.0,0.06
-C.ERB.H.spm.1.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.6,lognormal,97.2,0.15,lognormal,250.0,0.09,lognormal,252.5,0.06
-C.ERB.H.spm.1.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.8,lognormal,99.0,0.16,normal,250.0,19.9,lognormal,252.5,0.09
-C.ERB.L.bur.0.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,12.1,normal,121.9,9.5,lognormal,131.7,0.07,normal,200.1,19.7
-C.ERB.L.bur.0.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,9.7,normal,97.4,8.3,normal,105.8,7.6,lognormal,177.8,0.2
-C.ERB.L.bur.0.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,10.7,lognormal,101.1,0.1,normal,113.7,10.1,normal,206.8,16.0
-C.ERB.L.bur.0.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,11.1,normal,106.0,8.8,normal,115.3,7.6,lognormal,189.6,0.18
-C.ERB.L.bur.0.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,12.1,normal,115.6,8.9,normal,124.9,7.5,lognormal,197.0,0.14
-C.ERB.L.bur.0.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,13.0,normal,127.0,9.3,normal,140.1,9.6,normal,140.2,9.6
-C.ERB.L.bur.0.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,10.5,normal,102.6,8.8,normal,113.0,8.3,normal,113.1,8.2
-C.ERB.L.bur.0.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.8,11.9,lognormal,108.3,0.11,normal,126.1,12.1,lognormal,126.3,0.1
-C.ERB.L.bur.0.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,11.8,normal,111.8,9.4,normal,122.7,8.4,normal,122.8,8.2
-C.ERB.L.bur.0.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,12.3,normal,121.8,9.9,normal,133.2,9.4,normal,133.3,9.4
-C.ERB.L.bur.0.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,13.2,normal,124.3,9.1,normal,135.6,9.0,normal,248.2,24.7
-C.ERB.L.bur.0.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.9,10.1,normal,100.1,8.7,normal,109.6,8.5,normal,218.2,29.6
-C.ERB.L.bur.0.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,11.2,normal,104.5,10.2,lognormal,119.9,0.1,normal,236.9,16.5
-C.ERB.L.bur.0.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,11.7,normal,109.0,9.2,lognormal,119.4,0.08,normal,220.0,21.7
-C.ERB.L.bur.0.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,12.8,normal,118.8,9.5,lognormal,129.0,0.07,normal,227.4,20.1
-C.ERB.L.bur.0.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,14.5,normal,129.5,11.8,lognormal,142.4,0.1,normal,222.6,21.3
-C.ERB.L.bur.0.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.1,12.0,lognormal,104.9,0.11,lognormal,115.1,0.1,normal,201.3,30.4
-C.ERB.L.bur.0.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,13.1,lognormal,110.1,0.13,lognormal,124.7,0.12,normal,211.2,16.2
-C.ERB.L.bur.0.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.7,normal,113.7,11.1,normal,124.5,11.3,normal,207.5,23.6
-C.ERB.L.bur.0.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,13.6,normal,123.7,11.4,normal,135.0,12.0,normal,219.6,23.8
-C.ERB.L.bur.0.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,14.9,lognormal,135.6,0.1,lognormal,152.5,0.1,lognormal,152.6,0.1
-C.ERB.L.bur.0.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.9,12.7,normal,110.9,11.6,normal,123.8,12.2,lognormal,123.9,0.11
-C.ERB.L.bur.0.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.9,lognormal,118.0,0.13,lognormal,141.1,0.14,lognormal,141.2,0.14
-C.ERB.L.bur.0.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,13.8,lognormal,120.4,0.11,lognormal,133.7,0.1,lognormal,133.8,0.1
-C.ERB.L.bur.0.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,14.7,lognormal,130.0,0.1,normal,145.6,14.2,lognormal,145.9,0.11
-C.ERB.L.bur.0.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,14.2,normal,132.6,12.2,lognormal,147.7,0.1,normal,250.0,20.0
-C.ERB.L.bur.0.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,12.3,lognormal,108.4,0.11,lognormal,119.8,0.11,normal,235.6,24.1
-C.ERB.L.bur.0.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,13.8,lognormal,114.1,0.13,lognormal,133.3,0.13,lognormal,250.0,0.08
-C.ERB.L.bur.0.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.4,13.4,normal,116.8,11.0,lognormal,129.1,0.1,normal,248.6,23.5
-C.ERB.L.bur.0.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.2,normal,126.4,11.3,lognormal,140.4,0.1,normal,250.3,19.1
-C.ERB.L.bur.0.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,15.0,normal,138.7,12.8,normal,154.4,12.2,normal,249.2,22.1
-C.ERB.L.bur.0.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,12.1,normal,113.5,11.1,normal,125.1,10.2,normal,211.0,22.2
-C.ERB.L.bur.0.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,15.0,normal,119.9,12.7,lognormal,136.1,0.1,normal,214.8,17.9
-C.ERB.L.bur.0.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,12.9,normal,122.5,11.0,normal,135.7,11.2,lognormal,218.0,0.09
-C.ERB.L.bur.0.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,14.5,lognormal,132.2,0.1,normal,148.2,12.8,lognormal,250.0,0.12
-C.ERB.L.bur.0.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,16.7,lognormal,146.1,0.11,normal,166.5,16.3,lognormal,166.7,0.11
-C.ERB.L.bur.0.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.9,normal,120.8,11.9,lognormal,137.5,0.1,normal,137.6,13.1
-C.ERB.L.bur.0.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,16.4,normal,126.8,13.7,normal,151.7,18.6,normal,151.8,18.6
-C.ERB.L.bur.0.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.3,lognormal,129.6,0.1,normal,148.7,14.4,lognormal,148.8,0.1
-C.ERB.L.bur.0.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,16.1,normal,139.6,13.7,normal,159.2,14.6,lognormal,159.3,0.1
-C.ERB.L.bur.0.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,15.8,lognormal,141.8,0.1,normal,160.5,13.9,lognormal,250.0,0.06
-C.ERB.L.bur.0.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,13.1,normal,116.9,11.5,lognormal,131.1,0.1,normal,249.9,20.3
-C.ERB.L.bur.0.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,16.1,normal,123.8,13.3,lognormal,145.5,0.12,lognormal,250.0,0.09
-C.ERB.L.bur.0.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.3,normal,125.6,11.6,lognormal,143.3,0.1,normal,250.3,19.1
-C.ERB.L.bur.0.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,14.4,normal,135.6,12.4,normal,153.9,13.4,lognormal,154.0,0.09
-C.ERB.L.bur.0.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,23.3,lognormal,158.5,0.14,lognormal,177.6,0.13,lognormal,250.0,0.09
-C.ERB.L.bur.0.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,21.2,lognormal,144.8,0.15,lognormal,159.8,0.13,normal,229.5,18.5
-C.ERB.L.bur.0.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,19.9,normal,136.0,17.7,lognormal,151.4,0.13,lognormal,216.0,0.09
-C.ERB.L.bur.0.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.3,lognormal,150.4,0.15,normal,167.0,19.5,normal,247.4,26.7
-C.ERB.L.bur.0.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,22.6,lognormal,155.7,0.14,lognormal,173.2,0.13,lognormal,250.0,0.13
-C.ERB.L.bur.0.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.0,lognormal,159.3,0.14,lognormal,185.2,0.16,lognormal,185.3,0.16
-C.ERB.L.bur.0.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,21.1,lognormal,145.0,0.15,normal,165.3,21.8,normal,165.4,21.1
-C.ERB.L.bur.0.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,20.1,normal,136.4,17.8,lognormal,158.3,0.15,lognormal,158.4,0.15
-C.ERB.L.bur.0.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,22.0,lognormal,151.0,0.15,normal,171.5,21.6,lognormal,172.1,0.14
-C.ERB.L.bur.0.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,22.3,lognormal,156.4,0.15,normal,178.8,23.8,lognormal,179.2,0.15
-C.ERB.L.bur.0.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.1,lognormal,159.4,0.14,lognormal,182.9,0.15,lognormal,183.0,0.16
-C.ERB.L.bur.0.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,20.9,lognormal,145.3,0.15,normal,165.8,21.8,lognormal,250.0,0.06
-C.ERB.L.bur.0.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,20.2,lognormal,137.8,0.15,lognormal,158.5,0.16,lognormal,250.0,0.08
-C.ERB.L.bur.0.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,21.8,normal,150.1,19.7,lognormal,172.8,0.15,lognormal,250.0,0.06
-C.ERB.L.bur.0.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,23.4,lognormal,156.3,0.15,lognormal,179.4,0.15,lognormal,179.5,0.15
-C.ERB.L.bur.1.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,21.6,lognormal,158.5,0.14,lognormal,181.6,0.14,lognormal,181.7,0.14
-C.ERB.L.bur.1.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.5,normal,136.9,14.6,normal,156.5,16.6,normal,156.6,16.5
-C.ERB.L.bur.1.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,19.0,normal,135.5,17.1,lognormal,158.4,0.16,lognormal,250.0,0.06
-C.ERB.L.bur.1.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,19.1,normal,145.2,16.4,normal,167.6,20.2,normal,167.7,20.7
-C.ERB.L.bur.1.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,20.5,normal,152.8,17.8,lognormal,177.2,0.14,lognormal,177.3,0.14
-C.ERB.L.bur.1.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,22.5,lognormal,158.2,0.14,lognormal,183.2,0.15,lognormal,183.3,0.15
-C.ERB.L.bur.1.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,18.6,normal,141.1,17.0,normal,164.4,21.1,normal,164.5,21.0
-C.ERB.L.bur.1.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,19.2,lognormal,137.0,0.15,lognormal,158.2,0.16,lognormal,158.3,0.16
-C.ERB.L.bur.1.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,20.6,normal,148.6,18.6,lognormal,172.6,0.15,lognormal,172.7,0.15
-C.ERB.L.bur.1.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,21.7,lognormal,155.9,0.15,lognormal,178.9,0.15,lognormal,179.0,0.15
-C.ERB.L.bur.1.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.1,22.2,normal,157.8,19.5,lognormal,182.5,0.15,lognormal,182.6,0.15
-C.ERB.L.bur.1.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,17.7,normal,139.4,16.1,normal,161.5,19.6,lognormal,161.9,0.13
-C.ERB.L.bur.1.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,19.2,normal,136.2,17.6,lognormal,158.5,0.16,lognormal,158.6,0.16
-C.ERB.L.bur.1.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,19.8,normal,147.5,17.5,lognormal,169.3,0.13,lognormal,169.4,0.13
-C.ERB.L.bur.1.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,21.1,normal,154.5,19.3,lognormal,177.9,0.15,lognormal,178.0,0.15
-C.ERB.L.bur.1.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,20.8,normal,156.6,18.7,normal,178.3,21.1,normal,178.4,21.0
-C.ERB.L.bur.1.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.9,normal,133.9,13.5,normal,152.9,14.8,lognormal,250.0,0.06
-C.ERB.L.bur.1.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.2,normal,133.8,16.4,lognormal,156.9,0.15,lognormal,250.0,0.06
-C.ERB.L.bur.1.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,18.2,normal,143.3,15.3,lognormal,164.6,0.12,lognormal,164.7,0.12
-C.ERB.L.bur.1.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,20.0,lognormal,152.1,0.13,normal,172.3,19.3,normal,172.4,19.2
-C.ERB.L.bur.1.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,21.4,lognormal,159.0,0.14,lognormal,182.6,0.15,lognormal,182.7,0.15
-C.ERB.L.bur.1.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,17.4,normal,138.9,15.4,normal,161.1,19.2,normal,161.2,19.2
-C.ERB.L.bur.1.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,19.6,lognormal,136.3,0.14,lognormal,159.1,0.16,lognormal,159.2,0.16
-C.ERB.L.bur.1.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.9,normal,147.0,17.2,normal,170.2,20.9,normal,170.3,21.0
-C.ERB.L.bur.1.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,21.0,lognormal,154.5,0.14,lognormal,177.7,0.14,lognormal,177.8,0.14
-C.ERB.L.bur.1.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,21.4,normal,158.2,20.1,normal,180.3,22.3,lognormal,180.7,0.14
-C.ERB.L.bur.1.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.3,normal,136.9,14.7,normal,157.1,16.7,normal,157.2,16.6
-C.ERB.L.bur.1.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,18.6,normal,136.1,17.5,lognormal,158.7,0.15,lognormal,158.8,0.16
-C.ERB.L.bur.1.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,19.0,normal,145.6,16.5,normal,166.8,18.7,normal,166.9,18.6
-C.ERB.L.bur.1.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,20.8,normal,153.2,18.3,normal,175.6,21.3,normal,175.7,21.2
-C.ERB.L.bur.1.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,20.4,normal,156.5,18.9,normal,178.0,20.3,normal,178.1,20.7
-C.ERB.L.bur.1.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.7,normal,132.5,13.1,normal,150.4,13.8,lognormal,250.0,0.06
-C.ERB.L.bur.1.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,18.0,normal,133.8,16.5,lognormal,156.2,0.15,lognormal,250.0,0.06
-C.ERB.L.bur.1.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,17.2,normal,141.6,14.7,normal,160.0,15.0,lognormal,160.2,0.1
-C.ERB.L.bur.1.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,19.8,normal,149.9,16.2,normal,171.8,18.9,normal,171.9,18.8
-C.ERB.L.bur.1.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,22.4,normal,157.6,19.8,lognormal,181.4,0.15,lognormal,181.5,0.15
-C.ERB.L.bur.1.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.3,normal,137.8,15.1,normal,159.8,19.1,lognormal,160.1,0.13
-C.ERB.L.bur.1.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,19.5,normal,135.7,17.6,lognormal,158.2,0.15,lognormal,158.3,0.15
-C.ERB.L.bur.1.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,19.6,normal,146.0,17.0,lognormal,169.2,0.14,lognormal,169.3,0.14
-C.ERB.L.bur.1.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,20.8,lognormal,153.7,0.13,normal,176.7,22.3,lognormal,177.2,0.14
-C.ERB.L.bur.1.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,21.6,normal,156.8,18.9,lognormal,180.5,0.14,lognormal,180.6,0.14
-C.ERB.L.bur.1.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.3,normal,135.1,13.9,normal,153.9,14.7,lognormal,154.0,0.1
-C.ERB.L.bur.1.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,18.7,normal,134.6,16.5,lognormal,157.9,0.15,lognormal,158.0,0.16
-C.ERB.L.bur.1.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,18.3,normal,144.1,15.8,normal,165.5,18.4,normal,165.6,18.3
-C.ERB.L.bur.1.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,19.9,normal,152.7,18.0,normal,174.4,20.4,normal,174.5,20.6
-C.ERB.L.bur.1.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,22.7,lognormal,159.6,0.15,lognormal,183.2,0.15,lognormal,183.3,0.15
-C.ERB.L.bur.1.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,21.6,lognormal,144.4,0.15,normal,166.5,23.0,lognormal,250.0,0.06
-C.ERB.L.bur.1.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,19.9,lognormal,136.9,0.15,lognormal,158.4,0.15,lognormal,250.0,0.06
-C.ERB.L.bur.1.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,21.6,lognormal,150.8,0.15,normal,171.0,21.3,normal,171.1,21.1
-C.ERB.L.bur.1.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,22.9,normal,156.3,20.2,lognormal,178.6,0.14,lognormal,178.7,0.14
-C.ERB.L.bur.1.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,22.9,lognormal,159.3,0.14,lognormal,185.2,0.16,lognormal,185.3,0.16
-C.ERB.L.bur.1.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,21.2,lognormal,144.4,0.15,normal,165.3,21.5,normal,165.4,21.1
-C.ERB.L.bur.1.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.9,lognormal,137.4,0.15,lognormal,159.3,0.16,lognormal,159.4,0.17
-C.ERB.L.bur.1.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,21.9,lognormal,150.6,0.15,normal,171.6,21.7,lognormal,172.2,0.14
-C.ERB.L.bur.1.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,22.3,lognormal,156.4,0.15,normal,178.8,23.9,lognormal,179.2,0.15
-C.ERB.L.bur.1.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,23.0,lognormal,159.6,0.14,lognormal,183.0,0.15,lognormal,183.1,0.15
-C.ERB.L.bur.1.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,20.9,lognormal,145.3,0.15,lognormal,166.5,0.15,lognormal,166.6,0.15
-C.ERB.L.bur.1.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,20.3,normal,136.7,18.0,lognormal,158.8,0.15,lognormal,158.9,0.15
-C.ERB.L.bur.1.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.0,22.0,lognormal,150.6,0.15,normal,171.0,22.1,lognormal,171.5,0.14
-C.ERB.L.bur.1.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,23.5,lognormal,156.3,0.15,lognormal,179.4,0.15,lognormal,179.5,0.15
-C.ERB.L.spm.0.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,12.4,normal,121.4,9.6,normal,131.7,9.0,lognormal,204.3,0.13
-C.ERB.L.spm.0.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,9.7,lognormal,97.3,0.09,normal,105.7,7.5,lognormal,178.0,0.2
-C.ERB.L.spm.0.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.5,lognormal,100.7,0.1,normal,113.3,9.9,normal,207.4,16.4
-C.ERB.L.spm.0.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,11.0,normal,106.0,8.9,normal,115.2,7.8,lognormal,189.1,0.19
-C.ERB.L.spm.0.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,11.7,normal,115.3,9.0,normal,124.7,7.6,lognormal,197.8,0.15
-C.ERB.L.spm.0.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,13.2,normal,125.8,9.5,normal,139.4,9.9,normal,139.5,9.8
-C.ERB.L.spm.0.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.5,normal,102.6,8.9,normal,112.8,8.2,normal,112.9,8.2
-C.ERB.L.spm.0.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.8,normal,106.7,10.4,normal,124.3,12.1,lognormal,124.4,0.1
-C.ERB.L.spm.0.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,11.6,normal,111.5,9.3,normal,122.4,8.4,normal,122.5,8.4
-C.ERB.L.spm.0.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,11.9,normal,121.0,10.2,normal,132.7,9.5,normal,132.8,9.2
-C.ERB.L.spm.0.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,13.2,normal,123.4,9.2,normal,135.1,9.0,lognormal,250.0,0.12
-C.ERB.L.spm.0.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,10.2,normal,100.0,8.7,lognormal,109.5,0.08,normal,220.3,30.7
-C.ERB.L.spm.0.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,11.0,normal,103.8,10.1,lognormal,119.0,0.1,lognormal,250.0,0.1
-C.ERB.L.spm.0.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,11.7,normal,108.9,9.0,normal,119.0,8.7,lognormal,226.3,0.14
-C.ERB.L.spm.0.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,12.5,normal,118.3,9.6,lognormal,128.5,0.07,normal,246.1,30.2
-C.ERB.L.spm.0.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.0,14.4,normal,127.1,11.1,lognormal,140.3,0.09,lognormal,229.9,0.12
-C.ERB.L.spm.0.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,11.7,normal,104.3,10.4,lognormal,114.7,0.1,normal,200.0,29.4
-C.ERB.L.spm.0.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,12.7,lognormal,108.3,0.12,normal,122.6,13.1,normal,209.1,14.7
-C.ERB.L.spm.0.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,12.6,normal,113.0,10.7,normal,123.9,11.0,normal,212.2,27.4
-C.ERB.L.spm.0.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,13.0,lognormal,122.2,0.1,lognormal,134.1,0.1,normal,217.4,21.9
-C.ERB.L.spm.0.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,normal,132.9,12.8,normal,149.4,14.5,lognormal,149.5,0.1
-C.ERB.L.spm.0.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,12.7,lognormal,110.3,0.11,lognormal,122.8,0.11,lognormal,122.9,0.12
-C.ERB.L.spm.0.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.7,normal,114.2,13.0,lognormal,133.7,0.13,lognormal,133.8,0.13
-C.ERB.L.spm.0.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,13.3,lognormal,118.9,0.11,lognormal,132.8,0.1,lognormal,132.9,0.11
-C.ERB.L.spm.0.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,14.0,normal,127.1,11.7,normal,143.1,14.1,lognormal,143.2,0.1
-C.ERB.L.spm.0.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,14.6,normal,130.6,12.0,lognormal,146.0,0.1,lognormal,250.0,0.06
-C.ERB.L.spm.0.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.0,lognormal,107.5,0.11,lognormal,119.3,0.11,normal,246.7,28.6
-C.ERB.L.spm.0.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,13.7,normal,111.7,12.7,lognormal,129.3,0.13,lognormal,250.0,0.08
-C.ERB.L.spm.0.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,12.9,normal,115.9,11.2,lognormal,128.3,0.1,normal,248.3,24.5
-C.ERB.L.spm.0.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,13.8,normal,124.8,11.2,lognormal,138.9,0.1,normal,250.0,20.0
-C.ERB.L.spm.0.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,14.8,normal,135.4,13.1,normal,151.8,14.1,lognormal,250.0,0.1
-C.ERB.L.spm.0.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,11.7,normal,111.9,10.6,normal,124.6,10.4,normal,210.8,22.7
-C.ERB.L.spm.0.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,14.4,normal,116.6,12.6,normal,132.9,13.5,normal,212.4,16.4
-C.ERB.L.spm.0.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,13.1,normal,121.1,11.5,lognormal,134.5,0.09,normal,218.9,17.7
-C.ERB.L.spm.0.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,14.3,normal,129.7,12.0,normal,145.6,13.2,normal,219.8,12.7
-C.ERB.L.spm.0.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,16.8,normal,140.5,15.2,normal,160.2,17.8,normal,160.3,17.7
-C.ERB.L.spm.0.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,13.2,lognormal,118.9,0.11,normal,134.9,12.8,lognormal,135.0,0.1
-C.ERB.L.spm.0.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.8,normal,121.7,14.9,lognormal,141.5,0.14,lognormal,141.6,0.14
-C.ERB.L.spm.0.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.4,normal,126.6,12.6,lognormal,145.3,0.11,lognormal,145.4,0.12
-C.ERB.L.spm.0.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.3,normal,135.8,14.4,normal,154.7,17.0,normal,154.8,17.3
-C.ERB.L.spm.0.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,15.5,normal,138.3,14.8,normal,156.2,15.9,lognormal,156.5,0.11
-C.ERB.L.spm.0.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,12.4,normal,115.2,11.0,lognormal,129.6,0.1,normal,249.1,22.3
-C.ERB.L.spm.0.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,15.2,normal,119.5,13.6,normal,138.8,16.8,lognormal,250.0,0.08
-C.ERB.L.spm.0.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,13.4,normal,123.6,12.1,normal,139.4,12.9,normal,250.0,20.0
-C.ERB.L.spm.0.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,15.1,normal,132.5,13.2,normal,150.1,14.7,lognormal,150.3,0.11
-C.ERB.L.spm.0.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.1,lognormal,148.4,0.15,normal,166.1,21.7,normal,249.6,21.1
-C.ERB.L.spm.0.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.0,lognormal,133.6,0.15,lognormal,150.4,0.15,normal,227.7,20.2
-C.ERB.L.spm.0.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,19.2,lognormal,126.9,0.15,normal,141.7,18.1,normal,218.7,19.6
-C.ERB.L.spm.0.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,20.3,lognormal,138.7,0.15,lognormal,156.3,0.14,normal,246.9,28.1
-C.ERB.L.spm.0.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,21.5,lognormal,145.1,0.15,normal,162.3,21.6,lognormal,250.0,0.12
-C.ERB.L.spm.0.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,22.8,lognormal,148.8,0.15,lognormal,167.7,0.15,lognormal,167.8,0.16
-C.ERB.L.spm.0.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.1,lognormal,133.9,0.15,lognormal,152.4,0.16,lognormal,152.5,0.17
-C.ERB.L.spm.0.D.low.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.7,0.18,lognormal,126.9,0.15,lognormal,145.0,0.16,lognormal,145.1,0.17
-C.ERB.L.spm.0.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,20.2,lognormal,139.4,0.15,normal,158.5,22.0,lognormal,158.8,0.15
-C.ERB.L.spm.0.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.8,lognormal,144.8,0.15,normal,164.5,22.9,lognormal,164.9,0.15
-C.ERB.L.spm.0.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,22.0,lognormal,147.8,0.15,normal,167.1,23.1,lognormal,167.9,0.16
-C.ERB.L.spm.0.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,19.5,lognormal,133.6,0.15,lognormal,152.4,0.16,lognormal,250.0,0.06
-C.ERB.L.spm.0.D.med.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.8,0.18,lognormal,126.5,0.15,lognormal,143.8,0.15,lognormal,250.0,0.06
-C.ERB.L.spm.0.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,20.5,lognormal,139.7,0.15,lognormal,158.7,0.16,lognormal,250.0,0.06
-C.ERB.L.spm.0.D.med.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.6,0.18,lognormal,144.9,0.16,lognormal,164.8,0.16,lognormal,164.9,0.16
-C.ERB.L.spm.1.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,20.6,lognormal,147.0,0.15,lognormal,167.6,0.16,lognormal,167.7,0.16
-C.ERB.L.spm.1.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,17.1,normal,130.8,15.9,lognormal,148.9,0.14,lognormal,250.0,0.06
-C.ERB.L.spm.1.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,17.8,lognormal,126.3,0.15,lognormal,143.7,0.15,lognormal,250.0,0.06
-C.ERB.L.spm.1.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,18.9,lognormal,137.7,0.14,normal,157.4,22.0,lognormal,157.6,0.15
-C.ERB.L.spm.1.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.9,lognormal,144.0,0.15,lognormal,163.6,0.15,lognormal,163.7,0.15
-C.ERB.L.spm.1.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,21.6,lognormal,147.8,0.15,normal,168.7,23.9,lognormal,169.1,0.16
-C.ERB.L.spm.1.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,18.6,normal,132.9,17.5,lognormal,151.8,0.15,lognormal,151.9,0.15
-C.ERB.L.spm.1.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,18.7,lognormal,127.2,0.15,lognormal,144.2,0.15,normal,144.3,20.4
-C.ERB.L.spm.1.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,19.7,lognormal,139.0,0.15,lognormal,157.8,0.15,lognormal,157.9,0.16
-C.ERB.L.spm.1.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,20.8,lognormal,143.9,0.15,lognormal,164.3,0.16,lognormal,164.4,0.16
-C.ERB.L.spm.1.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.2,21.5,normal,146.5,19.3,lognormal,167.9,0.16,lognormal,168.0,0.15
-C.ERB.L.spm.1.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,18.2,lognormal,131.7,0.14,lognormal,151.5,0.15,lognormal,151.6,0.15
-C.ERB.L.spm.1.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,18.4,lognormal,126.6,0.15,lognormal,144.4,0.15,lognormal,144.5,0.15
-C.ERB.L.spm.1.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,18.8,lognormal,137.6,0.14,lognormal,157.6,0.16,lognormal,157.7,0.16
-C.ERB.L.spm.1.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,20.9,lognormal,144.6,0.15,normal,164.0,22.8,lognormal,164.5,0.15
-C.ERB.L.spm.1.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,20.6,normal,146.2,18.8,lognormal,167.3,0.15,lognormal,167.4,0.15
-C.ERB.L.spm.1.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,16.4,normal,129.1,15.6,normal,146.8,17.1,lognormal,250.0,0.06
-C.ERB.L.spm.1.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,17.8,normal,125.7,16.4,lognormal,144.6,0.16,lognormal,250.0,0.08
-C.ERB.L.spm.1.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,18.1,normal,136.3,16.7,lognormal,155.6,0.14,lognormal,155.7,0.14
-C.ERB.L.spm.1.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,19.5,lognormal,143.2,0.15,lognormal,164.0,0.15,lognormal,164.1,0.15
-C.ERB.L.spm.1.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,21.3,lognormal,147.5,0.15,lognormal,167.7,0.16,lognormal,167.8,0.16
-C.ERB.L.spm.1.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,18.3,normal,131.9,17.0,lognormal,151.9,0.15,lognormal,152.0,0.15
-C.ERB.L.spm.1.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,18.7,lognormal,126.9,0.15,lognormal,144.6,0.16,lognormal,144.7,0.16
-C.ERB.L.spm.1.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,19.9,normal,138.1,18.2,lognormal,157.8,0.16,lognormal,157.9,0.16
-C.ERB.L.spm.1.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,20.8,lognormal,144.6,0.15,lognormal,164.2,0.15,lognormal,164.3,0.15
-C.ERB.L.spm.1.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,20.8,lognormal,147.9,0.15,normal,165.6,21.7,lognormal,166.0,0.14
-C.ERB.L.spm.1.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,17.0,normal,130.6,16.3,normal,148.7,18.7,normal,148.8,18.5
-C.ERB.L.spm.1.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,17.8,lognormal,126.9,0.15,lognormal,144.0,0.15,lognormal,144.1,0.15
-C.ERB.L.spm.1.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,18.8,lognormal,137.5,0.14,lognormal,156.6,0.15,lognormal,156.7,0.15
-C.ERB.L.spm.1.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.5,20.5,lognormal,143.3,0.14,lognormal,163.7,0.15,lognormal,163.8,0.15
-C.ERB.L.spm.1.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.0,normal,146.1,18.7,normal,165.6,21.8,lognormal,166.1,0.15
-C.ERB.L.spm.1.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,15.7,normal,127.8,14.0,normal,144.7,16.0,lognormal,250.0,0.06
-C.ERB.L.spm.1.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.1,lognormal,125.7,0.15,normal,143.1,19.1,lognormal,250.0,0.06
-C.ERB.L.spm.1.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.1,normal,135.5,16.5,normal,153.3,18.8,normal,153.4,18.7
-C.ERB.L.spm.1.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,19.5,normal,141.9,17.6,normal,162.0,21.2,normal,162.1,21.1
-C.ERB.L.spm.1.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,20.8,lognormal,147.7,0.15,normal,165.8,21.7,lognormal,166.3,0.15
-C.ERB.L.spm.1.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,17.3,normal,130.8,16.1,normal,150.4,19.9,normal,150.5,19.9
-C.ERB.L.spm.1.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.4,18.4,lognormal,126.8,0.15,lognormal,144.3,0.16,lognormal,144.4,0.16
-C.ERB.L.spm.1.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,18.9,lognormal,138.4,0.15,normal,157.3,21.5,lognormal,158.0,0.15
-C.ERB.L.spm.1.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,20.5,lognormal,143.4,0.14,lognormal,165.1,0.16,lognormal,165.2,0.16
-C.ERB.L.spm.1.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,20.2,lognormal,147.4,0.15,normal,167.0,22.5,lognormal,167.7,0.15
-C.ERB.L.spm.1.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,16.7,normal,129.5,15.1,normal,147.9,18.2,normal,148.0,18.1
-C.ERB.L.spm.1.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,17.7,lognormal,126.2,0.15,lognormal,144.0,0.15,lognormal,144.1,0.16
-C.ERB.L.spm.1.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,18.8,normal,136.2,16.8,normal,155.0,19.7,normal,155.1,19.6
-C.ERB.L.spm.1.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,19.6,lognormal,143.1,0.14,lognormal,163.8,0.16,lognormal,163.9,0.16
-C.ERB.L.spm.1.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,21.5,lognormal,148.3,0.16,normal,168.7,24.4,lognormal,169.2,0.16
-C.ERB.L.spm.1.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,19.8,lognormal,134.1,0.15,lognormal,153.1,0.16,lognormal,250.0,0.06
-C.ERB.L.spm.1.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.2,lognormal,127.0,0.15,lognormal,144.4,0.15,lognormal,250.0,0.06
-C.ERB.L.spm.1.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,21.0,lognormal,139.6,0.15,lognormal,158.4,0.15,lognormal,250.0,0.06
-C.ERB.L.spm.1.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,22.0,lognormal,145.2,0.15,lognormal,164.7,0.16,lognormal,250.0,0.06
-C.ERB.L.spm.1.D.low.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.7,0.18,lognormal,149.0,0.16,lognormal,167.8,0.15,lognormal,167.9,0.15
-C.ERB.L.spm.1.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,20.6,lognormal,133.9,0.15,lognormal,151.9,0.15,lognormal,152.0,0.16
-C.ERB.L.spm.1.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.1,lognormal,127.2,0.15,lognormal,145.0,0.16,lognormal,145.1,0.16
-C.ERB.L.spm.1.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,20.2,lognormal,139.4,0.15,normal,158.6,22.0,lognormal,159.0,0.15
-C.ERB.L.spm.1.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,21.7,lognormal,144.7,0.15,normal,164.5,22.9,lognormal,164.9,0.15
-C.ERB.L.spm.1.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,22.0,lognormal,147.7,0.15,normal,166.9,23.0,lognormal,167.6,0.15
-C.ERB.L.spm.1.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,19.4,lognormal,133.7,0.15,lognormal,152.2,0.16,lognormal,152.3,0.16
-C.ERB.L.spm.1.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,19.2,lognormal,126.7,0.15,lognormal,145.0,0.16,lognormal,145.1,0.16
-C.ERB.L.spm.1.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,20.3,lognormal,138.9,0.15,lognormal,158.2,0.16,lognormal,158.3,0.16
-C.ERB.L.spm.1.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,21.5,lognormal,144.9,0.15,lognormal,164.6,0.16,lognormal,164.7,0.16
-C.ERB.M.bur.0.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,13.7,normal,118.7,9.8,normal,136.2,8.2,lognormal,199.9,0.09
-C.ERB.M.bur.0.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,9.6,normal,96.2,8.2,normal,111.1,7.7,lognormal,176.4,0.11
-C.ERB.M.bur.0.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,10.2,normal,98.9,9.0,lognormal,120.4,0.09,normal,187.6,16.0
-C.ERB.M.bur.0.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,10.9,normal,104.4,8.5,lognormal,120.7,0.07,lognormal,184.6,0.09
-C.ERB.M.bur.0.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,12.4,normal,113.2,8.8,normal,129.9,8.3,normal,194.0,15.4
-C.ERB.M.bur.0.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.4,normal,123.2,10.5,lognormal,150.7,0.07,lognormal,150.8,0.07
-C.ERB.M.bur.0.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,10.5,normal,101.5,8.8,lognormal,121.2,0.08,lognormal,121.3,0.08
-C.ERB.M.bur.0.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,11.7,normal,105.0,10.0,lognormal,144.0,0.13,lognormal,144.1,0.13
-C.ERB.M.bur.0.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.3,normal,110.0,9.4,normal,130.4,9.3,normal,130.5,9.1
-C.ERB.M.bur.0.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,13.5,normal,118.5,10.1,normal,142.8,10.4,lognormal,142.9,0.08
-C.ERB.M.bur.0.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,14.4,normal,121.1,10.2,lognormal,143.4,0.07,normal,249.5,21.2
-C.ERB.M.bur.0.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,10.0,normal,98.5,8.4,normal,115.1,7.9,lognormal,211.3,0.09
-C.ERB.M.bur.0.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.9,lognormal,102.0,0.1,lognormal,129.4,0.1,normal,209.7,12.4
-C.ERB.M.bur.0.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,11.6,normal,106.9,8.9,normal,124.5,7.9,lognormal,223.6,0.09
-C.ERB.M.bur.0.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,13.7,normal,115.6,9.1,normal,135.7,9.0,normal,247.4,26.6
-C.ERB.M.bur.0.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.0,normal,122.5,10.6,normal,143.6,11.7,normal,203.9,14.1
-C.ERB.M.bur.0.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.2,10.8,lognormal,101.4,0.1,lognormal,118.3,0.09,normal,182.7,16.5
-C.ERB.M.bur.0.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,12.0,normal,104.5,10.6,normal,126.2,10.4,normal,188.7,15.5
-C.ERB.M.bur.0.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.1,normal,109.5,9.9,normal,126.6,9.2,normal,191.9,15.8
-C.ERB.M.bur.0.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,13.2,normal,117.8,10.7,lognormal,136.8,0.08,normal,201.3,16.1
-C.ERB.M.bur.0.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,15.8,normal,126.8,12.3,lognormal,163.9,0.1,lognormal,164.0,0.1
-C.ERB.M.bur.0.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,11.9,normal,106.6,9.8,lognormal,131.2,0.1,lognormal,131.3,0.1
-C.ERB.M.bur.0.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,13.3,normal,110.7,11.7,normal,154.8,16.1,normal,154.9,16.0
-C.ERB.M.bur.0.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,13.0,normal,114.7,10.5,lognormal,143.1,0.11,lognormal,143.2,0.11
-C.ERB.M.bur.0.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.5,normal,122.5,11.2,normal,155.7,14.0,lognormal,155.9,0.1
-C.ERB.M.bur.0.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,14.6,normal,124.9,11.5,normal,153.7,12.2,normal,250.0,20.0
-C.ERB.M.bur.0.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,11.4,normal,104.0,9.7,normal,123.5,10.6,normal,214.3,16.3
-C.ERB.M.bur.0.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,12.5,lognormal,108.0,0.11,lognormal,141.1,0.12,normal,211.5,12.9
-C.ERB.M.bur.0.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,12.5,normal,112.2,10.2,lognormal,134.2,0.09,normal,223.1,16.1
-C.ERB.M.bur.0.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,14.0,normal,120.2,11.1,lognormal,146.2,0.09,lognormal,250.0,0.1
-C.ERB.M.bur.0.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,14.9,normal,126.0,11.8,normal,149.1,12.2,normal,207.9,14.5
-C.ERB.M.bur.0.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,10.9,normal,105.6,9.5,normal,123.8,9.4,normal,185.0,15.8
-C.ERB.M.bur.0.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,13.2,lognormal,110.0,0.11,lognormal,132.0,0.09,normal,189.8,15.9
-C.ERB.M.bur.0.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,12.2,normal,113.8,9.8,lognormal,133.3,0.08,normal,195.8,16.4
-C.ERB.M.bur.0.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.1,normal,121.9,11.4,normal,143.6,11.7,normal,203.5,13.8
-C.ERB.M.bur.0.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,16.3,normal,130.4,14.4,normal,173.8,13.8,lognormal,173.9,0.08
-C.ERB.M.bur.0.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,12.6,normal,112.2,10.9,normal,139.8,12.6,lognormal,139.9,0.1
-C.ERB.M.bur.0.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,14.3,normal,115.9,13.0,normal,159.5,13.4,lognormal,159.7,0.09
-C.ERB.M.bur.0.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.9,normal,119.8,12.0,normal,152.1,13.1,lognormal,152.3,0.09
-C.ERB.M.bur.0.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,15.9,normal,126.5,12.8,normal,165.4,14.9,lognormal,165.6,0.1
-C.ERB.M.bur.0.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,16.3,normal,128.3,13.1,lognormal,163.0,0.09,normal,250.3,19.1
-C.ERB.M.bur.0.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,11.5,lognormal,108.6,0.1,lognormal,131.0,0.09,normal,214.4,16.0
-C.ERB.M.bur.0.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,13.8,normal,112.8,12.1,lognormal,148.1,0.1,normal,215.8,16.2
-C.ERB.M.bur.0.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,13.1,normal,116.4,10.6,lognormal,142.8,0.09,lognormal,227.5,0.08
-C.ERB.M.bur.0.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,14.5,normal,123.8,11.8,normal,154.9,12.2,normal,249.6,21.1
-C.ERB.M.bur.0.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.7,lognormal,134.0,0.14,lognormal,162.8,0.13,normal,214.3,20.1
-C.ERB.M.bur.0.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.8,normal,124.7,15.4,lognormal,151.5,0.13,normal,202.9,20.4
-C.ERB.M.bur.0.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.5,lognormal,121.2,0.14,lognormal,143.5,0.12,normal,190.1,16.6
-C.ERB.M.bur.0.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,128.5,0.14,lognormal,155.7,0.13,lognormal,208.5,0.11
-C.ERB.M.bur.0.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.5,lognormal,131.8,0.13,lognormal,159.2,0.12,normal,217.4,23.2
-C.ERB.M.bur.0.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,19.4,lognormal,134.8,0.14,normal,217.0,20.1,normal,217.1,20.2
-C.ERB.M.bur.0.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.1,lognormal,126.7,0.14,normal,192.6,15.7,lognormal,192.7,0.09
-C.ERB.M.bur.0.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,17.3,lognormal,123.0,0.15,normal,176.7,12.3,normal,176.8,12.7
-C.ERB.M.bur.0.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.0,lognormal,129.9,0.14,normal,202.8,18.0,normal,202.9,18.4
-C.ERB.M.bur.0.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,19.1,lognormal,133.3,0.14,lognormal,214.5,0.11,lognormal,214.6,0.11
-C.ERB.M.bur.0.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.4,lognormal,135.7,0.15,normal,205.1,17.2,lognormal,250.0,0.08
-C.ERB.M.bur.0.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,18.2,lognormal,126.4,0.15,normal,181.0,13.0,normal,248.2,24.6
-C.ERB.M.bur.0.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.5,lognormal,122.5,0.15,normal,167.9,11.6,normal,215.1,13.9
-C.ERB.M.bur.0.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.2,lognormal,130.1,0.15,normal,192.6,16.3,normal,249.9,20.3
-C.ERB.M.bur.0.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,18.4,lognormal,133.7,0.15,normal,201.6,18.4,lognormal,250.0,0.08
-C.ERB.M.bur.1.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.7,lognormal,135.3,0.14,normal,196.8,14.2,lognormal,250.0,0.06
-C.ERB.M.bur.1.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,16.4,normal,123.4,14.5,lognormal,163.3,0.09,normal,249.5,21.2
-C.ERB.M.bur.1.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.7,lognormal,121.9,0.14,normal,179.9,16.2,lognormal,250.0,0.1
-C.ERB.M.bur.1.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,17.6,normal,128.8,16.3,normal,175.6,12.5,normal,250.3,19.3
-C.ERB.M.bur.1.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.4,lognormal,132.7,0.14,lognormal,188.3,0.08,lognormal,250.0,0.06
-C.ERB.M.bur.1.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,19.1,lognormal,134.6,0.14,lognormal,245.0,0.11,normal,245.5,24.8
-C.ERB.M.bur.1.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,17.1,lognormal,126.2,0.14,lognormal,191.3,0.1,lognormal,191.4,0.1
-C.ERB.M.bur.1.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,17.3,lognormal,122.6,0.15,normal,238.6,23.1,normal,239.4,23.6
-C.ERB.M.bur.1.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.3,normal,130.0,17.1,normal,204.3,17.6,normal,204.4,17.2
-C.ERB.M.bur.1.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,19.3,lognormal,133.7,0.15,normal,217.8,14.6,lognormal,217.9,0.07
-C.ERB.M.bur.1.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,18.8,lognormal,135.5,0.14,normal,209.6,12.5,normal,209.7,12.7
-C.ERB.M.bur.1.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,16.7,normal,124.6,15.2,normal,174.6,15.1,lognormal,174.7,0.09
-C.ERB.M.bur.1.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,16.8,normal,121.8,15.9,normal,210.5,23.0,normal,210.6,23.6
-C.ERB.M.bur.1.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.2,lognormal,129.4,0.14,lognormal,188.2,0.09,lognormal,188.3,0.09
-C.ERB.M.bur.1.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,18.5,lognormal,133.1,0.14,normal,202.5,13.6,lognormal,202.7,0.07
-C.ERB.M.bur.1.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,19.2,lognormal,135.1,0.14,normal,190.9,13.9,lognormal,250.0,0.08
-C.ERB.M.bur.1.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,16.0,normal,122.0,13.4,normal,157.0,12.1,lognormal,250.0,0.12
-C.ERB.M.bur.1.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,16.6,lognormal,121.4,0.14,normal,175.9,16.6,normal,236.4,17.3
-C.ERB.M.bur.1.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.3,normal,127.4,14.9,lognormal,173.3,0.1,lognormal,250.0,0.07
-C.ERB.M.bur.1.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.2,normal,132.0,16.2,lognormal,183.6,0.08,lognormal,250.0,0.09
-C.ERB.M.bur.1.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.9,lognormal,135.7,0.15,normal,218.7,16.3,normal,218.8,16.6
-C.ERB.M.bur.1.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,16.7,normal,124.8,15.3,lognormal,183.3,0.11,lognormal,183.4,0.11
-C.ERB.M.bur.1.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,16.9,lognormal,122.1,0.14,normal,232.1,25.1,normal,232.3,25.2
-C.ERB.M.bur.1.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.2,lognormal,129.8,0.14,normal,197.4,19.3,normal,197.5,19.2
-C.ERB.M.bur.1.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.9,lognormal,133.4,0.14,normal,208.7,15.0,normal,208.8,15.2
-C.ERB.M.bur.1.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,18.7,lognormal,135.4,0.15,normal,204.3,14.2,lognormal,204.6,0.07
-C.ERB.M.bur.1.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.4,normal,123.4,14.1,lognormal,169.8,0.11,lognormal,169.9,0.12
-C.ERB.M.bur.1.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.2,16.5,lognormal,121.6,0.14,lognormal,204.0,0.14,normal,204.1,25.7
-C.ERB.M.bur.1.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.6,normal,128.3,15.9,normal,181.0,14.8,lognormal,181.2,0.09
-C.ERB.M.bur.1.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,19.2,lognormal,133.3,0.14,normal,198.2,16.2,normal,198.3,17.1
-C.ERB.M.bur.1.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,19.0,lognormal,135.8,0.15,normal,187.5,13.2,lognormal,250.0,0.06
-C.ERB.M.bur.1.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,15.2,normal,121.1,13.0,normal,153.2,11.2,normal,248.4,24.2
-C.ERB.M.bur.1.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,16.3,lognormal,121.0,0.14,normal,172.9,16.4,lognormal,250.0,0.1
-C.ERB.M.bur.1.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.2,normal,127.1,14.7,lognormal,167.4,0.09,lognormal,250.0,0.08
-C.ERB.M.bur.1.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,18.0,normal,131.2,15.5,normal,177.9,10.7,lognormal,250.0,0.07
-C.ERB.M.bur.1.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,18.9,lognormal,135.4,0.14,lognormal,213.9,0.08,normal,214.0,17.0
-C.ERB.M.bur.1.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.9,normal,124.1,14.6,normal,176.2,16.2,normal,176.3,16.4
-C.ERB.M.bur.1.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,16.8,lognormal,122.0,0.14,normal,216.3,21.6,normal,216.4,21.8
-C.ERB.M.bur.1.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.3,lognormal,129.2,0.14,lognormal,188.9,0.09,lognormal,189.0,0.09
-C.ERB.M.bur.1.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.7,lognormal,133.4,0.15,normal,203.2,13.2,lognormal,203.4,0.07
-C.ERB.M.bur.1.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.1,lognormal,134.5,0.13,normal,199.3,13.0,lognormal,199.4,0.07
-C.ERB.M.bur.1.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,16.3,normal,122.5,13.4,normal,160.9,12.7,lognormal,161.0,0.08
-C.ERB.M.bur.1.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.6,normal,121.4,15.8,lognormal,193.6,0.12,lognormal,193.7,0.12
-C.ERB.M.bur.1.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,normal,128.2,15.7,normal,176.0,13.8,lognormal,176.2,0.08
-C.ERB.M.bur.1.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.5,lognormal,133.1,0.14,lognormal,190.1,0.09,lognormal,190.2,0.08
-C.ERB.M.bur.1.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,19.0,lognormal,135.1,0.14,lognormal,223.5,0.13,lognormal,250.0,0.06
-C.ERB.M.bur.1.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,18.6,lognormal,126.8,0.15,lognormal,208.0,0.13,normal,249.6,20.9
-C.ERB.M.bur.1.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.3,lognormal,122.1,0.14,normal,200.4,23.0,normal,249.9,20.3
-C.ERB.M.bur.1.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,130.0,0.14,lognormal,211.0,0.12,lognormal,250.0,0.08
-C.ERB.M.bur.1.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,18.7,lognormal,133.4,0.14,lognormal,216.4,0.12,lognormal,250.0,0.06
-C.ERB.M.bur.1.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.1,lognormal,134.8,0.14,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.M.bur.1.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.0,lognormal,126.6,0.14,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.M.bur.1.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,17.2,lognormal,122.4,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.M.bur.1.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.9,lognormal,129.9,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.M.bur.1.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,18.8,lognormal,133.2,0.14,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.M.bur.1.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.7,lognormal,135.9,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.M.bur.1.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.9,lognormal,126.3,0.14,normal,250.3,19.3,normal,252.8,20.0
-C.ERB.M.bur.1.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,17.4,lognormal,122.7,0.15,normal,233.0,15.0,normal,237.1,16.7
-C.ERB.M.bur.1.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.4,lognormal,129.9,0.14,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.M.bur.1.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.9,lognormal,133.8,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.M.spm.0.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.6,normal,115.6,11.4,normal,136.4,8.3,normal,198.3,14.4
-C.ERB.M.spm.0.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.4,9.6,normal,95.6,8.2,normal,111.2,7.9,lognormal,176.6,0.11
-C.ERB.M.spm.0.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.5,10.4,normal,97.7,9.1,lognormal,120.6,0.09,normal,187.9,16.2
-C.ERB.M.spm.0.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,11.0,normal,103.2,8.7,lognormal,120.8,0.07,lognormal,184.5,0.09
-C.ERB.M.spm.0.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,12.7,normal,111.4,10.3,normal,130.1,8.2,normal,193.5,14.9
-C.ERB.M.spm.0.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.0,normal,119.0,13.0,normal,151.1,10.4,lognormal,151.2,0.07
-C.ERB.M.spm.0.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,10.4,normal,100.2,8.8,lognormal,121.1,0.08,lognormal,121.2,0.08
-C.ERB.M.spm.0.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,94.2,11.5,lognormal,102.7,0.11,lognormal,144.1,0.13,lognormal,144.2,0.13
-C.ERB.M.spm.0.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,12.2,normal,107.8,9.8,normal,130.6,9.3,normal,130.7,9.1
-C.ERB.M.spm.0.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,14.1,normal,114.9,11.7,normal,142.9,10.3,normal,143.0,10.4
-C.ERB.M.spm.0.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,14.3,normal,117.5,12.1,lognormal,143.6,0.07,normal,249.0,22.5
-C.ERB.M.spm.0.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,9.9,normal,97.8,8.5,normal,114.9,7.8,normal,208.1,15.8
-C.ERB.M.spm.0.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,10.9,lognormal,100.0,0.1,lognormal,129.6,0.1,lognormal,212.8,0.08
-C.ERB.M.spm.0.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.4,normal,105.3,9.2,normal,124.5,7.8,normal,220.7,16.6
-C.ERB.M.spm.0.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,13.4,normal,113.1,10.8,normal,135.6,8.9,lognormal,250.0,0.12
-C.ERB.M.spm.0.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,14.3,normal,118.2,12.6,lognormal,143.4,0.08,normal,207.6,16.3
-C.ERB.M.spm.0.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,10.6,lognormal,99.9,0.1,lognormal,118.2,0.09,normal,179.9,14.9
-C.ERB.M.spm.0.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.9,11.6,lognormal,102.0,0.11,normal,125.9,10.5,normal,188.1,14.8
-C.ERB.M.spm.0.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,12.0,normal,107.1,10.0,normal,126.3,9.1,normal,192.5,16.5
-C.ERB.M.spm.0.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,13.7,normal,114.3,11.5,lognormal,136.8,0.08,lognormal,200.2,0.08
-C.ERB.M.spm.0.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,15.9,normal,120.9,14.5,lognormal,164.1,0.1,lognormal,164.2,0.1
-C.ERB.M.spm.0.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,11.8,normal,104.6,10.1,lognormal,131.5,0.1,lognormal,131.6,0.11
-C.ERB.M.spm.0.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,12.8,normal,105.9,11.8,normal,155.3,17.0,normal,155.4,16.5
-C.ERB.M.spm.0.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,13.2,normal,111.3,11.3,lognormal,143.5,0.11,lognormal,143.6,0.11
-C.ERB.M.spm.0.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,15.1,normal,117.9,13.5,normal,155.6,14.4,lognormal,155.8,0.1
-C.ERB.M.spm.0.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.0,normal,119.8,13.7,normal,153.6,12.7,normal,250.0,19.9
-C.ERB.M.spm.0.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.2,11.1,normal,102.3,9.7,normal,123.3,10.5,lognormal,216.1,0.09
-C.ERB.M.spm.0.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,12.1,normal,104.1,11.2,lognormal,141.8,0.12,normal,218.0,17.5
-C.ERB.M.spm.0.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.6,normal,109.4,10.8,normal,133.9,11.7,normal,230.2,19.6
-C.ERB.M.spm.0.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,14.0,normal,115.9,12.0,normal,146.3,12.8,normal,248.8,23.0
-C.ERB.M.spm.0.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,15.4,lognormal,120.9,0.13,normal,149.7,12.5,normal,210.8,16.3
-C.ERB.M.spm.0.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,10.9,normal,103.7,9.8,normal,123.9,9.4,normal,184.0,15.1
-C.ERB.M.spm.0.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,12.6,normal,105.7,11.7,lognormal,131.6,0.09,normal,189.4,15.1
-C.ERB.M.spm.0.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.9,12.4,normal,110.9,11.1,lognormal,133.0,0.08,normal,194.6,15.3
-C.ERB.M.spm.0.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,14.5,normal,117.0,12.7,normal,144.1,11.9,normal,205.5,15.1
-C.ERB.M.spm.0.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,16.7,lognormal,122.9,0.14,normal,173.9,14.9,lognormal,174.0,0.09
-C.ERB.M.spm.0.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.5,normal,108.6,11.3,normal,139.6,12.6,lognormal,139.7,0.1
-C.ERB.M.spm.0.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,14.3,normal,109.5,13.5,normal,160.3,14.6,lognormal,160.5,0.1
-C.ERB.M.spm.0.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,13.9,normal,114.2,12.7,normal,152.6,13.3,lognormal,152.9,0.09
-C.ERB.M.spm.0.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.8,normal,120.1,14.9,lognormal,165.5,0.1,lognormal,165.6,0.1
-C.ERB.M.spm.0.C.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.9,lognormal,121.6,0.13,lognormal,163.1,0.09,lognormal,250.0,0.06
-C.ERB.M.spm.0.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.1,11.6,normal,105.6,10.1,lognormal,130.9,0.09,normal,214.8,16.1
-C.ERB.M.spm.0.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,13.3,lognormal,107.6,0.13,normal,148.2,14.1,lognormal,214.1,0.07
-C.ERB.M.spm.0.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,12.9,normal,112.4,11.7,normal,142.9,12.6,lognormal,250.0,0.13
-C.ERB.M.spm.0.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,15.0,normal,118.4,13.7,normal,154.2,11.4,normal,249.6,20.9
-C.ERB.M.spm.0.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.6,lognormal,123.6,0.14,lognormal,161.2,0.12,normal,220.5,24.9
-C.ERB.M.spm.0.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,16.6,lognormal,115.9,0.15,lognormal,150.5,0.12,normal,200.6,18.0
-C.ERB.M.spm.0.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,16.7,lognormal,112.0,0.15,lognormal,144.7,0.13,normal,190.3,16.5
-C.ERB.M.spm.0.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,17.4,lognormal,118.8,0.15,lognormal,155.3,0.12,normal,212.0,24.8
-C.ERB.M.spm.0.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.8,lognormal,121.9,0.15,lognormal,159.6,0.12,normal,216.8,24.1
-C.ERB.M.spm.0.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.6,lognormal,123.5,0.14,normal,213.1,15.9,normal,213.2,15.7
-C.ERB.M.spm.0.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,17.1,lognormal,115.4,0.15,lognormal,191.2,0.08,lognormal,191.3,0.08
-C.ERB.M.spm.0.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.3,lognormal,111.7,0.15,normal,176.8,12.0,lognormal,177.0,0.07
-C.ERB.M.spm.0.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.1,lognormal,118.9,0.15,normal,202.3,17.1,normal,202.4,17.0
-C.ERB.M.spm.0.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.7,lognormal,121.7,0.15,normal,208.7,17.7,normal,208.8,17.8
-C.ERB.M.spm.0.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.6,lognormal,124.1,0.15,normal,205.3,17.3,lognormal,250.0,0.08
-C.ERB.M.spm.0.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,17.1,normal,115.4,15.1,normal,181.6,13.2,normal,248.7,23.4
-C.ERB.M.spm.0.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,16.5,lognormal,111.7,0.15,normal,168.0,11.9,lognormal,223.2,0.09
-C.ERB.M.spm.0.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,17.5,lognormal,118.9,0.15,normal,190.2,14.4,lognormal,250.0,0.06
-C.ERB.M.spm.0.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.7,normal,121.4,15.8,lognormal,202.3,0.1,lognormal,250.0,0.06
-C.ERB.M.spm.1.A.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.6,lognormal,124.1,0.15,normal,197.6,15.6,lognormal,250.0,0.06
-C.ERB.M.spm.1.A.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.1,lognormal,115.0,0.14,lognormal,163.4,0.09,normal,249.6,21.1
-C.ERB.M.spm.1.A.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.3,lognormal,112.0,0.15,normal,180.3,16.3,normal,249.6,21.0
-C.ERB.M.spm.1.A.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,16.9,lognormal,119.1,0.15,normal,176.0,12.7,normal,250.3,19.1
-C.ERB.M.spm.1.A.hig.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.3,0.17,lognormal,121.9,0.15,lognormal,188.0,0.08,lognormal,250.0,0.06
-C.ERB.M.spm.1.A.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.7,lognormal,124.3,0.15,normal,247.0,27.8,normal,247.1,27.6
-C.ERB.M.spm.1.A.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,16.3,lognormal,115.4,0.14,lognormal,191.2,0.1,lognormal,191.3,0.1
-C.ERB.M.spm.1.A.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.4,normal,111.4,14.6,normal,238.9,22.3,normal,240.0,22.9
-C.ERB.M.spm.1.A.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.1,lognormal,118.8,0.15,normal,204.3,16.3,lognormal,204.7,0.09
-C.ERB.M.spm.1.A.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.7,lognormal,121.5,0.14,normal,213.5,14.2,lognormal,214.5,0.07
-C.ERB.M.spm.1.A.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.8,lognormal,123.9,0.15,normal,208.8,12.4,normal,208.9,12.6
-C.ERB.M.spm.1.A.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.2,lognormal,115.3,0.15,normal,176.0,16.0,normal,176.1,15.8
-C.ERB.M.spm.1.A.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.2,normal,111.3,14.6,lognormal,213.6,0.12,lognormal,213.7,0.12
-C.ERB.M.spm.1.A.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.9,lognormal,118.7,0.15,normal,187.6,15.1,lognormal,187.7,0.09
-C.ERB.M.spm.1.A.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.6,lognormal,121.5,0.14,normal,201.7,12.7,normal,201.8,13.2
-C.ERB.M.spm.1.B.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.7,lognormal,123.6,0.14,normal,192.4,15.5,lognormal,250.0,0.06
-C.ERB.M.spm.1.B.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,16.0,lognormal,114.6,0.14,normal,157.8,12.8,lognormal,250.0,0.11
-C.ERB.M.spm.1.B.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,16.0,lognormal,111.9,0.15,normal,176.6,16.9,lognormal,250.0,0.1
-C.ERB.M.spm.1.B.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.6,lognormal,118.5,0.14,normal,172.4,15.3,normal,250.3,19.3
-C.ERB.M.spm.1.B.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,18.1,normal,121.7,15.9,lognormal,182.8,0.08,lognormal,250.0,0.06
-C.ERB.M.spm.1.B.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.9,lognormal,124.2,0.15,normal,215.5,13.3,lognormal,216.6,0.07
-C.ERB.M.spm.1.B.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.4,lognormal,115.3,0.14,normal,181.4,17.3,normal,181.5,17.9
-C.ERB.M.spm.1.B.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.1,lognormal,111.4,0.15,normal,239.2,30.3,lognormal,246.8,0.16
-C.ERB.M.spm.1.B.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.1,lognormal,118.7,0.15,normal,197.4,18.8,normal,197.5,18.7
-C.ERB.M.spm.1.B.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.4,lognormal,121.6,0.15,normal,206.7,13.4,lognormal,207.1,0.07
-C.ERB.M.spm.1.B.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.7,lognormal,123.8,0.15,normal,204.6,14.6,normal,204.7,14.5
-C.ERB.M.spm.1.B.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,16.0,lognormal,115.1,0.14,normal,170.0,18.0,lognormal,170.3,0.11
-C.ERB.M.spm.1.B.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.1,lognormal,111.8,0.15,lognormal,203.0,0.13,lognormal,250.0,0.06
-C.ERB.M.spm.1.B.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.0,lognormal,118.7,0.15,normal,181.3,14.9,lognormal,181.5,0.09
-C.ERB.M.spm.1.B.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.8,normal,121.6,15.9,lognormal,196.9,0.09,lognormal,197.0,0.09
-C.ERB.M.spm.1.C.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.6,lognormal,123.6,0.14,normal,188.4,14.8,lognormal,250.0,0.06
-C.ERB.M.spm.1.C.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,15.0,normal,114.0,14.2,normal,153.3,11.6,normal,248.3,24.3
-C.ERB.M.spm.1.C.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,15.7,lognormal,111.5,0.14,normal,172.5,16.9,normal,248.8,23.0
-C.ERB.M.spm.1.C.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,16.7,lognormal,118.5,0.15,normal,166.1,13.2,lognormal,250.0,0.08
-C.ERB.M.spm.1.C.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.5,lognormal,122.0,0.15,normal,178.2,11.2,lognormal,250.0,0.06
-C.ERB.M.spm.1.C.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,18.0,lognormal,123.8,0.15,normal,211.7,14.4,normal,211.8,14.5
-C.ERB.M.spm.1.C.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,16.2,normal,115.0,15.1,normal,176.1,17.3,normal,176.2,17.3
-C.ERB.M.spm.1.C.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.4,lognormal,111.9,0.15,normal,218.6,22.7,lognormal,220.8,0.12
-C.ERB.M.spm.1.C.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.8,lognormal,118.6,0.15,lognormal,188.7,0.09,lognormal,188.8,0.09
-C.ERB.M.spm.1.C.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.3,lognormal,121.5,0.14,normal,202.5,13.5,normal,202.6,13.6
-C.ERB.M.spm.1.C.med.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.3,0.18,lognormal,123.8,0.15,normal,199.5,12.8,lognormal,199.6,0.07
-C.ERB.M.spm.1.C.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,15.8,lognormal,114.8,0.14,lognormal,160.7,0.08,lognormal,160.8,0.08
-C.ERB.M.spm.1.C.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.1,15.6,lognormal,111.5,0.15,normal,193.5,20.8,normal,193.6,20.9
-C.ERB.M.spm.1.C.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.7,lognormal,118.4,0.14,normal,175.8,14.6,lognormal,176.0,0.09
-C.ERB.M.spm.1.C.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.4,lognormal,122.1,0.15,normal,191.2,14.9,lognormal,191.4,0.08
-C.ERB.M.spm.1.D.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,lognormal,123.5,0.14,normal,216.4,20.9,lognormal,250.0,0.07
-C.ERB.M.spm.1.D.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,17.1,lognormal,116.2,0.15,lognormal,208.2,0.13,lognormal,250.0,0.09
-C.ERB.M.spm.1.D.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,16.3,lognormal,111.4,0.14,lognormal,201.5,0.13,lognormal,250.0,0.08
-C.ERB.M.spm.1.D.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,17.1,lognormal,118.6,0.15,normal,209.0,21.5,lognormal,250.0,0.07
-C.ERB.M.spm.1.D.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.4,lognormal,122.0,0.15,normal,212.8,20.2,lognormal,250.0,0.08
-C.ERB.M.spm.1.D.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,18.0,lognormal,123.9,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.M.spm.1.D.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,17.1,lognormal,115.5,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.M.spm.1.D.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,16.4,normal,111.3,14.6,lognormal,250.0,0.07,lognormal,252.5,0.08
-C.ERB.M.spm.1.D.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.2,lognormal,118.8,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.M.spm.1.D.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,18.0,lognormal,122.5,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.M.spm.1.D.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,lognormal,123.9,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.M.spm.1.D.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,17.0,lognormal,115.6,0.15,lognormal,250.0,0.07,lognormal,252.5,0.08
-C.ERB.M.spm.1.D.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.3,normal,111.2,14.6,normal,232.8,15.3,normal,236.7,17.0
-C.ERB.M.spm.1.D.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.1,lognormal,118.3,0.14,lognormal,250.0,0.06,lognormal,252.5,0.06
-C.ERB.M.spm.1.D.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.8,lognormal,122.0,0.15,lognormal,250.0,0.06,lognormal,252.5,0.06
-HUEF.EO.bur.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,12.5,normal,122.1,9.5,lognormal,131.9,0.07,lognormal,200.3,0.11
-HUEF.EO.bur.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,9.7,normal,97.5,8.4,normal,105.8,7.7,lognormal,172.4,0.18
-HUEF.EO.bur.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,10.6,normal,100.8,9.3,normal,113.4,9.8,lognormal,187.7,0.1
-HUEF.EO.bur.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,11.2,normal,106.1,8.8,normal,115.1,7.6,lognormal,186.2,0.17
-HUEF.EO.bur.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,11.7,normal,115.5,8.8,normal,124.8,7.5,lognormal,197.5,0.15
-HUEF.EO.bur.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,12.8,normal,126.9,9.3,lognormal,140.2,0.07,normal,223.0,14.9
-HUEF.EO.bur.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.5,normal,102.6,8.9,normal,113.0,8.2,normal,194.9,15.5
-HUEF.EO.bur.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,12.2,lognormal,108.3,0.11,normal,125.9,12.0,lognormal,181.6,0.11
-HUEF.EO.bur.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,11.9,normal,111.9,9.3,normal,122.4,8.4,normal,208.6,18.4
-HUEF.EO.bur.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,12.4,normal,121.8,9.7,normal,133.2,9.4,normal,215.3,14.3
-HUEF.EO.bur.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,12.9,normal,124.2,9.3,normal,135.6,9.0,normal,222.2,16.2
-HUEF.EO.bur.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,10.1,normal,100.1,8.7,lognormal,109.6,0.08,normal,192.3,16.6
-HUEF.EO.bur.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,11.4,lognormal,104.2,0.1,lognormal,120.0,0.1,normal,183.7,17.7
-HUEF.EO.bur.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,11.6,normal,109.0,9.2,normal,119.2,8.7,lognormal,203.4,0.09
-HUEF.EO.bur.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,12.7,normal,118.7,9.5,lognormal,128.7,0.07,normal,216.5,17.8
-HUEF.EO.bur.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,12.2,normal,121.9,9.7,lognormal,131.8,0.07,lognormal,200.9,0.12
-HUEF.EO.bur.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,9.7,lognormal,97.3,0.09,normal,105.9,7.6,lognormal,174.7,0.19
-HUEF.EO.bur.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,10.7,lognormal,101.1,0.1,normal,113.5,9.7,normal,195.7,17.1
-HUEF.EO.bur.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,11.0,normal,105.9,8.6,normal,115.3,7.7,lognormal,188.8,0.18
-HUEF.EO.bur.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,12.2,normal,115.8,9.2,normal,124.8,7.6,lognormal,194.8,0.13
-HUEF.EO.bur.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,13.5,normal,127.1,9.6,normal,140.3,9.8,normal,236.4,17.5
-HUEF.EO.bur.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.4,normal,102.6,8.7,normal,113.1,8.4,normal,214.8,20.2
-HUEF.EO.bur.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,12.0,lognormal,108.5,0.11,normal,126.0,12.1,lognormal,194.0,0.11
-HUEF.EO.bur.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,11.7,normal,111.8,9.5,normal,122.7,8.4,normal,224.8,20.3
-HUEF.EO.bur.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,12.6,normal,121.8,9.9,normal,133.3,9.4,normal,234.8,20.3
-HUEF.EO.bur.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,13.1,normal,124.1,9.3,lognormal,135.6,0.07,lognormal,228.3,0.08
-HUEF.EO.bur.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,10.1,normal,99.9,8.7,lognormal,109.4,0.08,normal,203.4,20.8
-HUEF.EO.bur.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.3,11.2,normal,104.4,10.1,lognormal,119.9,0.1,lognormal,199.6,0.12
-HUEF.EO.bur.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,11.6,normal,109.1,9.2,normal,119.1,8.6,normal,213.9,21.8
-HUEF.EO.bur.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,12.6,normal,118.9,9.7,lognormal,128.9,0.07,normal,221.3,18.2
-HUEF.EO.bur.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,14.1,normal,129.3,11.8,lognormal,141.7,0.09,lognormal,219.3,0.11
-HUEF.EO.bur.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.9,normal,104.6,10.6,lognormal,115.0,0.1,normal,192.0,23.2
-HUEF.EO.bur.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,13.2,lognormal,109.9,0.13,normal,124.3,13.0,normal,183.2,18.1
-HUEF.EO.bur.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,12.6,normal,113.7,11.1,normal,124.3,11.1,normal,202.1,21.0
-HUEF.EO.bur.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,13.6,normal,123.4,11.4,normal,134.9,12.1,normal,212.7,20.6
-HUEF.EO.bur.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,14.8,lognormal,135.7,0.1,lognormal,152.7,0.1,normal,220.9,15.5
-HUEF.EO.bur.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.0,12.7,normal,111.0,11.7,normal,124.0,12.4,normal,196.1,17.1
-HUEF.EO.bur.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,14.4,lognormal,118.2,0.13,lognormal,138.5,0.13,lognormal,178.7,0.1
-HUEF.EO.bur.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,13.6,lognormal,120.7,0.11,lognormal,134.0,0.1,lognormal,206.4,0.09
-HUEF.EO.bur.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,14.5,lognormal,129.6,0.1,normal,145.6,14.3,normal,213.4,14.8
-HUEF.EO.bur.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,13.8,lognormal,132.6,0.1,lognormal,148.2,0.1,normal,219.4,14.6
-HUEF.EO.bur.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,12.3,lognormal,108.2,0.11,lognormal,119.9,0.11,lognormal,199.2,0.11
-HUEF.EO.bur.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,13.9,normal,113.9,13.1,normal,131.7,15.1,lognormal,181.0,0.11
-HUEF.EO.bur.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,13.3,normal,116.7,11.1,lognormal,129.3,0.1,normal,209.6,19.9
-HUEF.EO.bur.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,14.1,normal,126.6,11.5,lognormal,140.4,0.1,normal,222.5,20.6
-HUEF.EO.bur.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,14.7,normal,129.4,11.6,lognormal,142.4,0.1,normal,222.1,22.1
-HUEF.EO.bur.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.9,lognormal,104.7,0.11,lognormal,114.9,0.1,normal,196.9,27.2
-HUEF.EO.bur.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,13.4,lognormal,109.8,0.12,normal,124.1,13.0,normal,195.9,21.6
-HUEF.EO.bur.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.8,normal,113.7,10.9,normal,124.4,11.0,normal,207.8,23.5
-HUEF.EO.bur.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,13.4,normal,123.4,11.6,normal,134.7,11.9,normal,216.4,21.6
-HUEF.EO.bur.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,14.6,lognormal,135.8,0.1,lognormal,152.8,0.1,normal,248.3,24.3
-HUEF.EO.bur.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,12.5,normal,110.8,11.6,lognormal,124.1,0.11,lognormal,214.0,0.11
-HUEF.EO.bur.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.2,lognormal,117.8,0.13,lognormal,139.7,0.13,lognormal,190.2,0.11
-HUEF.EO.bur.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.5,lognormal,120.5,0.11,lognormal,133.9,0.1,normal,223.7,21.9
-HUEF.EO.bur.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,14.8,lognormal,129.8,0.1,lognormal,145.2,0.1,normal,226.4,17.0
-HUEF.EO.bur.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,14.2,lognormal,133.1,0.1,lognormal,147.8,0.1,normal,248.7,23.3
-HUEF.EO.bur.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,12.4,lognormal,108.1,0.11,lognormal,119.8,0.11,normal,213.5,21.1
-HUEF.EO.bur.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,13.7,lognormal,114.3,0.13,normal,131.8,15.0,lognormal,193.5,0.11
-HUEF.EO.bur.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,13.0,lognormal,117.7,0.11,lognormal,129.2,0.1,normal,221.8,18.5
-HUEF.EO.bur.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,14.1,normal,126.6,11.3,lognormal,140.8,0.1,normal,238.9,22.3
-HUEF.EO.bur.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,14.3,lognormal,138.1,0.1,normal,154.1,12.3,normal,244.8,28.1
-HUEF.EO.bur.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,12.0,normal,113.2,11.0,normal,125.2,10.1,normal,196.5,17.0
-HUEF.EO.bur.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,15.0,normal,119.6,12.7,normal,134.8,12.3,lognormal,183.1,0.11
-HUEF.EO.bur.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,12.9,lognormal,122.5,0.1,normal,135.5,11.3,normal,206.3,16.0
-HUEF.EO.bur.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,14.1,normal,131.7,11.5,lognormal,148.2,0.09,normal,221.1,18.0
-HUEF.EO.bur.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,16.6,normal,146.4,15.1,normal,166.8,15.5,normal,226.2,18.2
-HUEF.EO.bur.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.9,normal,120.5,11.8,normal,137.1,12.4,lognormal,196.4,0.1
-HUEF.EO.bur.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,16.2,normal,126.7,13.9,normal,146.5,15.4,lognormal,179.2,0.1
-HUEF.EO.bur.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,14.7,lognormal,129.6,0.1,normal,148.0,13.7,normal,206.9,19.5
-HUEF.EO.bur.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,15.6,normal,139.4,13.6,normal,158.6,13.5,normal,213.9,16.6
-HUEF.EO.bur.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,15.6,normal,141.9,13.2,normal,160.1,13.4,normal,229.8,20.3
-HUEF.EO.bur.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.1,normal,116.7,11.3,normal,130.7,11.7,lognormal,197.3,0.1
-HUEF.EO.bur.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.1,normal,123.4,13.2,normal,141.5,13.8,normal,179.5,17.4
-HUEF.EO.bur.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.6,normal,125.5,11.5,normal,141.3,12.2,lognormal,210.4,0.11
-HUEF.EO.bur.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,14.4,lognormal,136.1,0.1,normal,153.6,13.4,normal,225.9,21.7
-HUEF.EO.bur.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,14.4,normal,138.0,12.5,normal,154.1,12.2,normal,248.1,24.9
-HUEF.EO.bur.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,12.1,normal,113.5,11.1,normal,125.0,10.1,normal,203.3,19.4
-HUEF.EO.bur.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,14.8,normal,119.5,12.5,normal,134.7,12.2,normal,190.4,18.7
-HUEF.EO.bur.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,12.8,lognormal,122.8,0.1,lognormal,135.7,0.09,normal,213.0,17.5
-HUEF.EO.bur.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,14.1,normal,131.9,11.7,normal,147.8,12.3,normal,217.5,12.9
-HUEF.EO.bur.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,17.1,normal,145.7,14.8,normal,167.4,16.6,normal,248.3,24.4
-HUEF.EO.bur.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.7,lognormal,121.0,0.11,normal,136.9,12.4,normal,211.7,19.8
-HUEF.EO.bur.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,16.2,normal,126.8,13.7,lognormal,148.6,0.12,normal,186.2,16.3
-HUEF.EO.bur.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,14.7,normal,129.7,12.6,normal,148.9,14.2,normal,225.2,21.4
-HUEF.EO.bur.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,15.6,normal,140.0,14.0,normal,158.8,14.1,normal,235.0,20.0
-HUEF.EO.bur.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,15.7,normal,142.6,14.2,normal,160.8,13.7,lognormal,250.0,0.1
-HUEF.EO.bur.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,13.2,normal,116.7,11.2,lognormal,131.4,0.1,normal,210.7,17.7
-HUEF.EO.bur.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.9,normal,123.5,13.3,lognormal,143.0,0.11,lognormal,190.1,0.11
-HUEF.EO.bur.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,14.1,normal,125.7,11.4,lognormal,142.9,0.1,normal,220.1,17.2
-HUEF.EO.bur.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,14.4,normal,135.7,13.0,normal,154.1,13.4,lognormal,250.0,0.13
-HUEF.EO.bur.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.5,normal,157.6,19.6,lognormal,173.8,0.12,lognormal,218.0,0.13
-HUEF.EO.bur.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,21.1,lognormal,144.2,0.15,lognormal,160.4,0.14,lognormal,189.1,0.11
-HUEF.EO.bur.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.1,lognormal,135.9,0.14,lognormal,150.3,0.14,normal,173.8,15.5
-HUEF.EO.bur.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,22.3,lognormal,149.0,0.14,lognormal,164.5,0.13,lognormal,203.4,0.13
-HUEF.EO.bur.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,22.5,lognormal,155.9,0.14,normal,170.9,20.6,normal,208.6,21.9
-HUEF.EO.bur.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.8,lognormal,159.2,0.14,lognormal,182.4,0.15,lognormal,250.0,0.09
-HUEF.EO.bur.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,21.2,lognormal,144.4,0.15,lognormal,166.7,0.15,normal,207.0,14.6
-HUEF.EO.bur.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,20.3,lognormal,137.9,0.15,lognormal,157.8,0.15,normal,185.1,14.9
-HUEF.EO.bur.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.3,normal,150.1,19.4,lognormal,172.7,0.15,normal,219.2,14.3
-HUEF.EO.bur.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.3,lognormal,155.8,0.15,lognormal,177.5,0.14,normal,240.4,19.1
-HUEF.EO.bur.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,22.9,lognormal,158.7,0.14,lognormal,184.4,0.16,lognormal,250.0,0.1
-HUEF.EO.bur.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,21.6,normal,144.0,18.9,lognormal,166.8,0.15,normal,204.9,16.2
-HUEF.EO.bur.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,19.9,lognormal,137.5,0.15,lognormal,157.3,0.15,lognormal,180.7,0.08
-HUEF.EO.bur.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,21.7,lognormal,150.5,0.15,normal,170.6,21.3,normal,216.8,15.1
-HUEF.EO.bur.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.0,lognormal,156.4,0.15,normal,178.1,23.1,lognormal,250.0,0.12
-HUEF.EO.bur.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,23.1,lognormal,158.0,0.14,lognormal,173.4,0.13,lognormal,216.0,0.13
-HUEF.EO.bur.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,21.1,normal,143.2,18.2,lognormal,158.0,0.13,lognormal,192.0,0.13
-HUEF.EO.bur.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,20.0,lognormal,136.2,0.14,lognormal,149.8,0.13,normal,177.4,18.4
-HUEF.EO.bur.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,21.6,lognormal,149.9,0.15,lognormal,164.4,0.13,lognormal,205.6,0.14
-HUEF.EO.bur.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.0,lognormal,155.4,0.15,normal,170.2,19.4,lognormal,217.8,0.15
-HUEF.EO.bur.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.3,normal,159.5,21.1,lognormal,182.9,0.15,lognormal,250.0,0.08
-HUEF.EO.bur.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,21.0,lognormal,145.3,0.15,normal,166.4,22.6,lognormal,213.1,0.09
-HUEF.EO.bur.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.4,lognormal,137.8,0.15,normal,157.2,21.3,normal,188.3,15.2
-HUEF.EO.bur.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,21.5,lognormal,149.6,0.15,normal,171.6,22.5,normal,231.1,18.1
-HUEF.EO.bur.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.1,lognormal,156.7,0.15,normal,178.6,23.2,normal,249.6,21.0
-HUEF.EO.bur.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,23.4,lognormal,160.4,0.15,lognormal,183.1,0.15,lognormal,250.0,0.08
-HUEF.EO.bur.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,21.1,lognormal,144.9,0.15,normal,166.3,22.5,normal,207.9,16.2
-HUEF.EO.bur.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,20.8,lognormal,137.3,0.15,lognormal,158.1,0.15,lognormal,184.2,0.08
-HUEF.EO.bur.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.3,lognormal,151.2,0.15,lognormal,173.3,0.15,normal,221.1,14.1
-HUEF.EO.bur.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,22.6,lognormal,156.1,0.15,lognormal,179.1,0.15,lognormal,250.0,0.1
-HUEF.EO.bur.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,21.2,normal,156.8,19.2,normal,179.0,21.7,lognormal,219.2,0.08
-HUEF.EO.bur.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.7,normal,136.1,14.1,normal,154.4,14.8,lognormal,192.7,0.1
-HUEF.EO.bur.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,18.9,normal,134.8,16.8,lognormal,154.9,0.14,lognormal,193.1,0.13
-HUEF.EO.bur.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,18.8,normal,144.1,15.4,normal,164.7,17.7,lognormal,204.9,0.11
-HUEF.EO.bur.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,20.4,normal,152.9,18.9,normal,175.2,21.3,normal,214.9,18.3
-HUEF.EO.bur.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,23.2,lognormal,158.8,0.14,normal,180.9,22.5,lognormal,226.5,0.09
-HUEF.EO.bur.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,18.3,normal,140.7,16.7,normal,160.8,18.7,normal,193.6,18.9
-HUEF.EO.bur.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,19.3,lognormal,136.2,0.14,lognormal,157.2,0.15,lognormal,210.5,0.16
-HUEF.EO.bur.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,20.4,normal,147.8,18.0,normal,169.4,20.3,normal,205.8,18.0
-HUEF.EO.bur.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,20.9,normal,155.3,20.1,normal,176.3,21.9,lognormal,216.5,0.09
-HUEF.EO.bur.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.1,22.4,lognormal,157.5,0.14,lognormal,180.2,0.14,normal,219.7,15.9
-HUEF.EO.bur.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,17.5,normal,138.4,15.5,normal,157.3,16.5,lognormal,189.8,0.09
-HUEF.EO.bur.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,19.4,lognormal,135.9,0.14,lognormal,154.9,0.14,lognormal,202.3,0.16
-HUEF.EO.bur.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,19.7,normal,146.8,17.2,normal,167.2,19.5,normal,201.0,17.7
-HUEF.EO.bur.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,20.9,normal,153.6,18.4,lognormal,175.4,0.13,normal,214.4,17.9
-HUEF.EO.bur.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,21.0,normal,157.9,19.8,lognormal,181.4,0.14,normal,239.7,20.6
-HUEF.EO.bur.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,16.5,normal,136.4,14.2,normal,156.9,16.1,lognormal,207.0,0.11
-HUEF.EO.bur.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.9,lognormal,135.6,0.14,normal,155.8,20.3,lognormal,199.6,0.12
-HUEF.EO.bur.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.2,normal,144.3,15.5,lognormal,167.2,0.13,normal,212.7,16.0
-HUEF.EO.bur.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,20.2,normal,153.5,18.4,normal,176.4,21.5,normal,219.0,13.7
-HUEF.EO.bur.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.4,22.7,lognormal,159.0,0.14,normal,181.7,23.4,normal,248.7,23.3
-HUEF.EO.bur.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,18.9,normal,141.0,16.7,normal,164.0,21.1,normal,202.9,17.7
-HUEF.EO.bur.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,20.0,normal,136.2,17.4,lognormal,158.5,0.16,lognormal,230.7,0.18
-HUEF.EO.bur.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.2,normal,148.1,18.1,normal,171.2,21.9,normal,213.8,17.7
-HUEF.EO.bur.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,20.9,lognormal,155.2,0.14,normal,178.6,23.6,normal,230.0,20.6
-HUEF.EO.bur.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,21.8,normal,157.4,19.7,lognormal,183.4,0.16,normal,247.5,26.5
-HUEF.EO.bur.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,18.4,normal,139.0,15.5,normal,161.0,19.4,lognormal,203.1,0.1
-HUEF.EO.bur.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,18.8,lognormal,136.4,0.14,lognormal,158.2,0.15,normal,208.1,26.5
-HUEF.EO.bur.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.6,normal,146.1,16.4,normal,170.0,21.8,normal,212.8,17.7
-HUEF.EO.bur.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,20.7,lognormal,154.5,0.14,normal,177.6,22.6,normal,222.6,15.1
-HUEF.EO.bur.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,21.9,normal,156.1,18.3,lognormal,178.4,0.13,normal,219.5,16.7
-HUEF.EO.bur.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,17.0,normal,134.4,13.6,lognormal,152.0,0.11,lognormal,193.4,0.1
-HUEF.EO.bur.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,18.5,normal,133.8,16.0,lognormal,152.8,0.13,lognormal,190.5,0.14
-HUEF.EO.bur.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.9,normal,143.2,15.3,normal,161.6,15.9,normal,206.8,19.7
-HUEF.EO.bur.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,19.9,normal,151.4,17.7,normal,172.2,19.7,normal,214.4,16.0
-HUEF.EO.bur.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,21.1,normal,157.4,19.6,normal,179.1,22.2,normal,220.6,15.5
-HUEF.EO.bur.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.8,normal,139.3,15.9,normal,158.5,18.0,normal,193.6,18.6
-HUEF.EO.bur.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,19.2,normal,136.1,17.7,lognormal,155.5,0.14,lognormal,206.9,0.16
-HUEF.EO.bur.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.6,normal,146.7,17.3,normal,168.3,20.5,normal,204.5,16.4
-HUEF.EO.bur.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,21.0,normal,154.4,19.8,normal,175.4,21.7,normal,215.1,16.3
-HUEF.EO.bur.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,21.1,normal,157.3,19.3,lognormal,180.0,0.13,normal,221.5,17.1
-HUEF.EO.bur.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.5,normal,136.3,14.0,normal,155.2,16.0,lognormal,191.5,0.1
-HUEF.EO.bur.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.5,lognormal,135.1,0.14,lognormal,154.8,0.14,lognormal,194.9,0.15
-HUEF.EO.bur.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,18.5,normal,145.0,16.7,normal,164.6,18.2,normal,204.0,19.1
-HUEF.EO.bur.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,20.2,normal,153.1,19.0,normal,174.9,20.7,normal,212.2,16.1
-HUEF.EO.bur.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,20.8,lognormal,156.9,0.13,normal,179.1,22.2,normal,235.6,18.8
-HUEF.EO.bur.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.6,normal,134.3,13.7,normal,152.6,14.8,normal,206.2,19.3
-HUEF.EO.bur.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.5,normal,134.0,16.2,lognormal,155.9,0.14,normal,198.5,22.5
-HUEF.EO.bur.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.7,normal,143.9,16.5,normal,164.0,17.5,normal,216.2,17.8
-HUEF.EO.bur.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,19.7,normal,151.3,17.5,normal,173.4,19.8,normal,223.7,15.5
-HUEF.EO.bur.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,22.0,normal,158.6,20.2,normal,181.2,23.0,normal,244.4,21.4
-HUEF.EO.bur.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,17.8,normal,139.3,16.1,lognormal,162.2,0.13,lognormal,206.4,0.11
-HUEF.EO.bur.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,19.4,lognormal,136.6,0.14,lognormal,157.6,0.15,lognormal,221.4,0.17
-HUEF.EO.bur.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,20.1,normal,147.6,17.8,lognormal,170.2,0.13,normal,212.4,15.8
-HUEF.EO.bur.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,21.1,lognormal,155.1,0.14,lognormal,179.4,0.15,normal,229.5,20.0
-HUEF.EO.bur.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,21.7,normal,158.1,20.0,normal,181.3,22.6,normal,248.0,25.1
-HUEF.EO.bur.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,16.8,normal,136.9,14.9,lognormal,157.7,0.12,lognormal,203.2,0.1
-HUEF.EO.bur.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.2,normal,135.3,17.3,normal,157.4,21.3,lognormal,205.3,0.14
-HUEF.EO.bur.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.4,normal,145.0,16.4,normal,166.5,19.0,normal,215.5,18.0
-HUEF.EO.bur.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,20.4,normal,152.7,17.9,normal,175.7,21.6,lognormal,226.2,0.08
-HUEF.EO.bur.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,20.9,normal,155.8,18.3,normal,175.6,19.2,normal,222.2,19.1
-HUEF.EO.bur.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,15.5,normal,132.3,12.7,normal,148.9,13.6,lognormal,192.3,0.1
-HUEF.EO.bur.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,17.6,normal,133.3,15.9,normal,151.4,17.2,normal,183.9,19.3
-HUEF.EO.bur.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.3,normal,141.3,14.3,normal,158.9,14.1,normal,203.3,18.6
-HUEF.EO.bur.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,19.0,normal,150.4,16.5,normal,170.5,18.4,normal,211.6,16.6
-HUEF.EO.bur.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,21.9,normal,157.7,19.2,lognormal,180.2,0.14,normal,216.9,16.1
-HUEF.EO.bur.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,17.1,normal,137.2,14.7,normal,156.5,16.3,normal,190.1,16.7
-HUEF.EO.bur.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.2,lognormal,135.9,0.14,lognormal,155.0,0.14,lognormal,204.3,0.16
-HUEF.EO.bur.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,18.8,normal,145.7,16.8,normal,167.9,19.9,normal,201.8,17.5
-HUEF.EO.bur.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,20.4,normal,153.2,18.5,normal,175.7,21.8,normal,210.6,16.4
-HUEF.EO.bur.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,21.4,normal,157.1,19.5,normal,177.9,20.4,normal,219.6,17.5
-HUEF.EO.bur.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,16.9,lognormal,135.1,0.11,normal,152.7,14.1,normal,189.9,16.8
-HUEF.EO.bur.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,18.9,normal,134.4,16.6,lognormal,154.1,0.14,lognormal,186.4,0.12
-HUEF.EO.bur.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,18.2,normal,143.7,15.9,normal,163.5,17.8,lognormal,201.4,0.09
-HUEF.EO.bur.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,20.6,normal,152.0,18.0,normal,174.2,20.1,normal,211.6,16.2
-HUEF.EO.bur.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,20.1,lognormal,155.3,0.13,normal,177.5,21.0,normal,247.5,26.4
-HUEF.EO.bur.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,15.8,normal,132.3,12.8,normal,150.2,14.0,lognormal,205.6,0.11
-HUEF.EO.bur.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,18.6,normal,133.3,15.8,lognormal,153.7,0.13,lognormal,195.4,0.12
-HUEF.EO.bur.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,17.0,normal,141.3,14.1,normal,160.4,15.8,normal,216.1,20.2
-HUEF.EO.bur.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,19.2,normal,150.2,16.6,normal,171.9,19.3,normal,222.3,16.4
-HUEF.EO.bur.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,22.0,normal,157.0,19.3,lognormal,182.2,0.15,normal,223.5,14.3
-HUEF.EO.bur.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.0,normal,137.7,14.7,normal,159.7,18.0,normal,202.3,18.0
-HUEF.EO.bur.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,19.0,lognormal,136.0,0.14,lognormal,158.5,0.16,lognormal,209.2,0.14
-HUEF.EO.bur.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,19.8,normal,146.8,17.5,lognormal,169.4,0.13,lognormal,211.9,0.09
-HUEF.EO.bur.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.9,normal,154.1,19.2,lognormal,176.2,0.13,normal,221.2,15.8
-HUEF.EO.bur.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,20.5,normal,157.1,19.0,normal,180.0,22.7,normal,247.6,26.1
-HUEF.EO.bur.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,16.5,normal,135.4,14.0,normal,154.4,15.2,lognormal,201.0,0.1
-HUEF.EO.bur.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.8,lognormal,135.7,0.14,lognormal,157.3,0.15,lognormal,199.8,0.13
-HUEF.EO.bur.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,18.0,normal,143.8,16.0,normal,165.0,18.4,normal,213.6,18.1
-HUEF.EO.bur.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,19.9,normal,152.2,17.9,normal,174.9,20.7,normal,225.6,19.2
-HUEF.EO.bur.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,23.5,lognormal,159.6,0.15,normal,182.0,23.6,normal,249.6,20.9
-HUEF.EO.bur.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,21.2,lognormal,144.6,0.14,lognormal,167.6,0.16,normal,226.9,20.5
-HUEF.EO.bur.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,20.1,lognormal,137.4,0.15,lognormal,158.1,0.16,normal,216.4,20.1
-HUEF.EO.bur.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,21.9,lognormal,150.7,0.15,normal,171.6,22.6,lognormal,250.0,0.12
-HUEF.EO.bur.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.1,lognormal,155.8,0.14,lognormal,178.8,0.15,normal,248.7,23.5
-HUEF.EO.bur.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.8,lognormal,159.2,0.14,lognormal,182.4,0.15,lognormal,250.0,0.06
-HUEF.EO.bur.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,21.3,lognormal,144.4,0.15,normal,166.5,23.0,normal,224.0,14.5
-HUEF.EO.bur.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,19.8,lognormal,136.9,0.15,lognormal,158.1,0.16,normal,217.9,15.7
-HUEF.EO.bur.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.3,lognormal,150.4,0.14,lognormal,172.7,0.15,lognormal,250.0,0.1
-HUEF.EO.bur.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.3,lognormal,155.8,0.15,lognormal,177.6,0.14,lognormal,250.0,0.08
-HUEF.EO.bur.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,22.9,lognormal,158.9,0.14,lognormal,184.1,0.16,normal,250.3,19.1
-HUEF.EO.bur.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,21.8,normal,143.9,18.7,lognormal,166.8,0.16,normal,231.0,18.4
-HUEF.EO.bur.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.9,lognormal,136.6,0.15,lognormal,158.4,0.15,normal,222.3,20.1
-HUEF.EO.bur.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,21.7,lognormal,150.7,0.15,normal,171.8,22.4,normal,249.2,22.1
-HUEF.EO.bur.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.0,lognormal,156.4,0.15,normal,178.2,23.2,lognormal,250.0,0.08
-HUEF.EO.bur.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,22.4,lognormal,159.4,0.15,lognormal,183.7,0.16,lognormal,250.0,0.09
-HUEF.EO.bur.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,21.1,lognormal,143.7,0.14,lognormal,165.5,0.15,normal,229.3,19.7
-HUEF.EO.bur.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.7,lognormal,137.4,0.15,lognormal,159.0,0.16,normal,222.0,19.9
-HUEF.EO.bur.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.0,21.7,lognormal,150.2,0.15,normal,171.1,21.7,lognormal,250.0,0.12
-HUEF.EO.bur.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,22.4,lognormal,156.4,0.15,lognormal,179.5,0.15,normal,249.5,21.2
-HUEF.EO.bur.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.4,normal,159.5,21.2,lognormal,183.0,0.15,lognormal,250.0,0.06
-HUEF.EO.bur.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,21.1,lognormal,145.2,0.15,normal,166.3,22.6,normal,249.6,21.0
-HUEF.EO.bur.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,19.8,lognormal,137.0,0.15,lognormal,158.3,0.16,lognormal,230.0,0.08
-HUEF.EO.bur.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,21.4,lognormal,149.6,0.15,normal,171.5,22.5,normal,250.3,19.3
-HUEF.EO.bur.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.1,lognormal,156.7,0.15,normal,178.6,23.2,lognormal,250.0,0.06
-HUEF.EO.bur.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.5,lognormal,160.6,0.15,lognormal,183.2,0.15,lognormal,250.0,0.06
-HUEF.EO.bur.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,21.0,lognormal,144.8,0.15,normal,166.6,22.2,normal,249.1,22.2
-HUEF.EO.bur.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,20.6,lognormal,137.7,0.15,lognormal,159.3,0.16,normal,218.6,12.0
-HUEF.EO.bur.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.2,lognormal,150.5,0.14,lognormal,173.3,0.15,lognormal,250.0,0.06
-HUEF.EO.bur.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,22.6,lognormal,156.0,0.15,lognormal,179.2,0.15,lognormal,250.0,0.06
-HUEF.EO.spm.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,12.2,normal,121.3,9.9,lognormal,131.6,0.07,lognormal,200.2,0.11
-HUEF.EO.spm.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,9.6,normal,97.2,8.3,normal,105.8,7.7,lognormal,172.2,0.18
-HUEF.EO.spm.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.6,lognormal,100.5,0.1,normal,113.2,9.8,normal,186.4,16.0
-HUEF.EO.spm.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,10.9,normal,105.8,8.7,normal,115.2,7.8,lognormal,188.1,0.18
-HUEF.EO.spm.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,11.8,normal,115.2,9.0,normal,124.5,7.4,normal,193.8,22.3
-HUEF.EO.spm.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,13.1,normal,125.9,9.7,normal,139.2,9.9,normal,225.0,17.0
-HUEF.EO.spm.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.5,normal,102.6,8.9,normal,113.1,8.3,lognormal,198.4,0.1
-HUEF.EO.spm.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.8,normal,107.0,10.5,normal,124.2,11.9,lognormal,181.3,0.11
-HUEF.EO.spm.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,11.4,normal,111.4,9.3,lognormal,123.0,0.08,lognormal,208.2,0.09
-HUEF.EO.spm.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,12.2,normal,121.0,10.1,normal,132.7,9.6,normal,217.8,15.8
-HUEF.EO.spm.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,12.7,normal,123.5,9.5,normal,135.4,9.3,normal,216.4,14.2
-HUEF.EO.spm.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,10.1,normal,99.9,8.7,lognormal,109.5,0.08,normal,193.3,17.4
-HUEF.EO.spm.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,11.2,lognormal,103.7,0.1,lognormal,119.2,0.1,normal,184.5,17.3
-HUEF.EO.spm.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,11.6,normal,108.7,9.1,normal,119.1,8.7,normal,203.6,18.1
-HUEF.EO.spm.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,12.6,normal,118.4,9.8,lognormal,128.6,0.07,normal,217.2,18.0
-HUEF.EO.spm.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,12.3,normal,121.4,9.8,lognormal,131.5,0.07,lognormal,200.0,0.11
-HUEF.EO.spm.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,9.7,lognormal,97.3,0.09,normal,105.8,7.7,lognormal,172.9,0.18
-HUEF.EO.spm.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,10.6,lognormal,100.6,0.1,normal,113.1,9.7,lognormal,197.5,0.1
-HUEF.EO.spm.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,11.1,normal,106.0,8.6,normal,115.0,7.6,lognormal,188.1,0.18
-HUEF.EO.spm.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,11.6,normal,115.0,8.9,normal,124.6,7.6,lognormal,195.6,0.14
-HUEF.EO.spm.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,13.3,normal,126.1,9.7,normal,139.6,10.0,normal,249.3,21.9
-HUEF.EO.spm.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,10.5,normal,102.6,9.0,normal,113.0,8.4,normal,215.3,21.3
-HUEF.EO.spm.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,11.9,normal,107.0,10.5,normal,124.3,12.1,lognormal,194.5,0.12
-HUEF.EO.spm.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,11.3,lognormal,111.6,0.09,normal,122.5,8.5,normal,219.5,15.9
-HUEF.EO.spm.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,11.9,normal,120.8,9.9,normal,132.8,9.6,normal,235.4,19.3
-HUEF.EO.spm.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,13.1,normal,123.6,9.6,normal,135.3,9.2,normal,223.0,14.6
-HUEF.EO.spm.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,10.1,normal,99.9,8.6,lognormal,109.6,0.08,normal,202.3,19.7
-HUEF.EO.spm.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,11.1,normal,103.7,10.0,lognormal,119.0,0.1,normal,199.7,20.8
-HUEF.EO.spm.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,11.5,normal,108.8,9.2,normal,119.0,8.7,lognormal,214.5,0.11
-HUEF.EO.spm.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,12.5,normal,118.3,9.6,lognormal,128.6,0.07,lognormal,225.0,0.11
-HUEF.EO.spm.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,14.0,normal,127.0,10.7,lognormal,140.1,0.09,lognormal,218.1,0.1
-HUEF.EO.spm.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,11.7,normal,104.2,10.3,lognormal,114.6,0.1,normal,188.8,20.8
-HUEF.EO.spm.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,13.0,lognormal,108.1,0.12,normal,122.5,12.7,normal,183.2,17.9
-HUEF.EO.spm.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,12.2,normal,113.0,10.9,normal,123.8,10.9,lognormal,204.1,0.12
-HUEF.EO.spm.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,13.2,normal,122.2,11.5,normal,133.8,11.8,normal,218.9,24.4
-HUEF.EO.spm.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,normal,132.8,12.6,normal,149.7,14.7,normal,229.2,21.3
-HUEF.EO.spm.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,12.6,lognormal,110.0,0.11,normal,123.0,12.1,lognormal,197.7,0.11
-HUEF.EO.spm.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.8,normal,114.2,13.0,lognormal,133.5,0.13,lognormal,178.0,0.1
-HUEF.EO.spm.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,13.3,lognormal,118.8,0.11,lognormal,131.9,0.1,lognormal,208.5,0.1
-HUEF.EO.spm.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.1,normal,127.0,11.6,lognormal,142.9,0.1,normal,218.9,18.2
-HUEF.EO.spm.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,15.0,normal,130.5,12.1,lognormal,145.1,0.1,normal,226.2,18.3
-HUEF.EO.spm.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,12.2,normal,107.1,10.6,lognormal,119.1,0.11,lognormal,198.0,0.1
-HUEF.EO.spm.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,13.3,lognormal,111.8,0.12,lognormal,128.7,0.12,normal,179.7,17.5
-HUEF.EO.spm.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,12.9,normal,116.0,11.0,lognormal,128.2,0.1,normal,209.5,18.1
-HUEF.EO.spm.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,13.5,normal,124.7,11.5,lognormal,138.7,0.1,normal,219.8,18.0
-HUEF.EO.spm.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,14.2,normal,126.9,11.1,lognormal,140.3,0.09,normal,221.4,20.3
-HUEF.EO.spm.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,11.6,normal,104.2,10.5,lognormal,114.5,0.1,normal,196.5,26.7
-HUEF.EO.spm.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,12.9,lognormal,108.3,0.12,lognormal,122.5,0.11,lognormal,193.7,0.11
-HUEF.EO.spm.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,12.2,normal,113.1,11.0,normal,124.1,11.3,normal,207.6,25.0
-HUEF.EO.spm.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,13.2,lognormal,122.4,0.1,normal,133.9,11.8,normal,214.8,21.1
-HUEF.EO.spm.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,normal,132.8,12.6,lognormal,149.1,0.1,normal,248.8,23.2
-HUEF.EO.spm.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,12.5,lognormal,110.2,0.11,lognormal,122.8,0.1,lognormal,215.3,0.12
-HUEF.EO.spm.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,14.1,normal,114.2,12.8,lognormal,134.1,0.13,normal,189.3,18.7
-HUEF.EO.spm.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,13.2,normal,118.8,11.9,lognormal,132.6,0.1,normal,226.1,22.2
-HUEF.EO.spm.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,14.3,normal,127.0,11.7,lognormal,142.6,0.1,lognormal,235.0,0.1
-HUEF.EO.spm.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,14.8,normal,129.7,11.5,lognormal,145.3,0.1,normal,248.7,23.2
-HUEF.EO.spm.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.0,normal,107.1,10.5,lognormal,119.1,0.11,lognormal,211.6,0.11
-HUEF.EO.spm.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.1,13.5,normal,111.6,12.6,lognormal,128.5,0.12,lognormal,195.5,0.12
-HUEF.EO.spm.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,12.9,normal,115.8,10.8,lognormal,128.4,0.1,normal,221.0,17.5
-HUEF.EO.spm.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,13.9,normal,125.0,11.4,normal,138.4,12.6,lognormal,240.0,0.1
-HUEF.EO.spm.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,14.3,normal,135.0,13.1,normal,152.0,14.4,normal,237.4,25.7
-HUEF.EO.spm.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,11.9,normal,112.2,10.9,normal,124.2,10.3,normal,195.6,16.7
-HUEF.EO.spm.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.3,normal,116.2,12.3,normal,132.6,13.6,normal,181.2,17.9
-HUEF.EO.spm.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,13.2,lognormal,120.9,0.1,normal,134.5,11.7,normal,206.0,16.5
-HUEF.EO.spm.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,14.0,lognormal,129.8,0.1,normal,145.5,12.8,normal,217.1,17.0
-HUEF.EO.spm.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,16.5,normal,140.9,15.7,normal,160.7,17.7,normal,223.2,17.7
-HUEF.EO.spm.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,13.3,normal,118.4,12.0,normal,134.4,12.8,lognormal,197.5,0.11
-HUEF.EO.spm.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.8,normal,121.6,14.7,normal,140.1,17.1,lognormal,178.7,0.1
-HUEF.EO.spm.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,14.0,normal,126.5,12.5,normal,143.9,14.0,lognormal,208.9,0.11
-HUEF.EO.spm.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,15.5,normal,135.4,14.2,normal,154.2,16.5,lognormal,219.7,0.1
-HUEF.EO.spm.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,15.5,normal,138.1,14.5,normal,155.7,15.6,normal,220.0,13.6
-HUEF.EO.spm.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.4,normal,115.0,10.9,normal,129.4,11.7,normal,198.2,17.8
-HUEF.EO.spm.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,15.3,lognormal,119.2,0.12,normal,137.1,15.6,lognormal,179.5,0.11
-HUEF.EO.spm.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,13.5,normal,123.5,11.7,lognormal,139.6,0.1,normal,208.5,17.8
-HUEF.EO.spm.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,14.4,normal,132.6,13.2,normal,151.4,15.8,lognormal,230.3,0.12
-HUEF.EO.spm.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,14.4,normal,134.9,13.0,normal,152.1,14.5,normal,247.8,25.8
-HUEF.EO.spm.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,12.0,normal,112.2,10.8,normal,124.5,10.4,normal,204.3,19.7
-HUEF.EO.spm.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,14.5,normal,116.3,12.6,normal,131.9,13.0,lognormal,193.4,0.12
-HUEF.EO.spm.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,13.0,normal,120.7,11.2,normal,134.5,12.2,normal,211.4,15.0
-HUEF.EO.spm.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,14.2,lognormal,129.5,0.1,normal,145.7,13.2,normal,230.5,19.2
-HUEF.EO.spm.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,16.8,normal,140.7,15.5,normal,159.8,17.6,lognormal,235.0,0.08
-HUEF.EO.spm.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,13.4,normal,118.3,12.0,lognormal,134.6,0.1,lognormal,218.5,0.13
-HUEF.EO.spm.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.5,normal,122.0,14.8,normal,140.4,17.2,lognormal,187.9,0.1
-HUEF.EO.spm.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,14.2,normal,126.5,12.4,normal,144.6,14.3,normal,220.7,19.1
-HUEF.EO.spm.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,15.8,normal,135.3,14.4,normal,154.7,16.5,normal,248.1,25.0
-HUEF.EO.spm.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,15.7,normal,137.6,14.1,normal,156.7,16.3,normal,249.9,20.3
-HUEF.EO.spm.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,13.0,normal,115.4,11.3,normal,129.5,11.5,lognormal,218.3,0.12
-HUEF.EO.spm.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.3,normal,119.7,14.1,normal,137.3,15.6,lognormal,189.3,0.11
-HUEF.EO.spm.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,13.3,normal,123.6,11.8,normal,139.7,12.9,normal,225.4,20.4
-HUEF.EO.spm.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,14.9,normal,132.6,13.0,normal,150.5,14.6,normal,231.2,18.0
-HUEF.EO.spm.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.1,lognormal,148.0,0.15,lognormal,165.0,0.14,normal,214.1,22.9
-HUEF.EO.spm.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.2,lognormal,133.9,0.15,lognormal,150.2,0.15,lognormal,189.2,0.11
-HUEF.EO.spm.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,19.1,lognormal,126.3,0.15,lognormal,141.8,0.15,normal,173.7,15.4
-HUEF.EO.spm.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,21.0,lognormal,139.0,0.15,lognormal,154.6,0.14,normal,201.5,22.7
-HUEF.EO.spm.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.7,normal,144.1,18.8,lognormal,162.0,0.15,normal,209.1,23.1
-HUEF.EO.spm.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,22.8,lognormal,148.3,0.15,normal,165.9,21.4,lognormal,250.0,0.09
-HUEF.EO.spm.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,20.0,lognormal,133.8,0.15,lognormal,152.6,0.16,normal,207.4,14.8
-HUEF.EO.spm.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.18,lognormal,127.3,0.16,normal,144.6,20.3,lognormal,185.6,0.09
-HUEF.EO.spm.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.6,lognormal,139.8,0.16,lognormal,157.9,0.15,lognormal,219.5,0.07
-HUEF.EO.spm.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.5,lognormal,144.1,0.14,lognormal,164.0,0.15,normal,240.4,19.1
-HUEF.EO.spm.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,22.1,lognormal,147.3,0.15,lognormal,166.6,0.15,lognormal,250.0,0.1
-HUEF.EO.spm.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,19.9,lognormal,134.3,0.16,lognormal,152.3,0.16,normal,204.7,15.9
-HUEF.EO.spm.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.3,lognormal,126.9,0.15,lognormal,144.0,0.15,lognormal,181.0,0.08
-HUEF.EO.spm.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,20.3,lognormal,138.7,0.15,lognormal,157.6,0.15,normal,217.2,15.4
-HUEF.EO.spm.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.0,0.15,lognormal,164.4,0.15,lognormal,250.0,0.12
-HUEF.EO.spm.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.1,lognormal,147.8,0.15,normal,164.0,20.8,lognormal,216.2,0.13
-HUEF.EO.spm.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.0,lognormal,134.1,0.15,lognormal,149.3,0.14,lognormal,193.3,0.13
-HUEF.EO.spm.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,18.9,lognormal,126.1,0.15,lognormal,141.2,0.14,normal,177.5,18.4
-HUEF.EO.spm.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,20.7,normal,138.5,18.3,lognormal,155.8,0.15,lognormal,204.9,0.14
-HUEF.EO.spm.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,21.4,lognormal,143.9,0.15,normal,160.9,21.1,lognormal,218.0,0.15
-HUEF.EO.spm.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,21.7,lognormal,148.1,0.15,lognormal,167.4,0.15,lognormal,250.0,0.08
-HUEF.EO.spm.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.1,lognormal,133.2,0.15,lognormal,153.5,0.16,lognormal,213.1,0.09
-HUEF.EO.spm.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.18,lognormal,127.3,0.16,lognormal,144.4,0.15,normal,188.2,15.1
-HUEF.EO.spm.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,20.1,lognormal,138.4,0.15,lognormal,158.1,0.16,normal,231.1,18.1
-HUEF.EO.spm.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.5,0.15,lognormal,165.0,0.16,normal,249.6,21.0
-HUEF.EO.spm.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.1,lognormal,147.9,0.15,lognormal,167.7,0.16,lognormal,250.0,0.08
-HUEF.EO.spm.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.0,lognormal,134.0,0.15,lognormal,152.8,0.16,lognormal,208.3,0.09
-HUEF.EO.spm.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.5,lognormal,127.3,0.16,lognormal,144.2,0.15,normal,184.5,14.6
-HUEF.EO.spm.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.6,0.18,lognormal,139.0,0.15,lognormal,158.3,0.15,normal,221.1,14.1
-HUEF.EO.spm.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.9,lognormal,144.1,0.15,lognormal,164.5,0.16,lognormal,250.0,0.1
-HUEF.EO.spm.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,20.5,lognormal,147.4,0.15,normal,165.9,21.4,normal,224.1,17.8
-HUEF.EO.spm.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,17.2,normal,130.2,15.6,lognormal,149.0,0.14,lognormal,193.2,0.11
-HUEF.EO.spm.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,17.6,lognormal,126.1,0.15,lognormal,143.1,0.15,lognormal,193.5,0.14
-HUEF.EO.spm.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,19.0,lognormal,137.5,0.14,lognormal,157.0,0.15,lognormal,204.0,0.1
-HUEF.EO.spm.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,20.4,lognormal,143.8,0.15,lognormal,163.5,0.15,normal,210.6,14.4
-HUEF.EO.spm.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.1,lognormal,147.4,0.15,lognormal,167.8,0.16,lognormal,242.7,0.13
-HUEF.EO.spm.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,18.9,normal,132.4,17.5,lognormal,151.4,0.15,lognormal,193.2,0.1
-HUEF.EO.spm.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.0,lognormal,126.4,0.15,lognormal,143.6,0.15,lognormal,213.4,0.16
-HUEF.EO.spm.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,19.6,lognormal,138.9,0.15,lognormal,157.7,0.15,lognormal,205.5,0.1
-HUEF.EO.spm.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.3,lognormal,145.0,0.15,lognormal,164.3,0.15,lognormal,216.8,0.09
-HUEF.EO.spm.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,21.8,normal,146.4,19.0,normal,165.9,21.9,normal,217.9,13.1
-HUEF.EO.spm.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,17.9,normal,131.3,16.3,lognormal,149.4,0.14,normal,191.1,16.8
-HUEF.EO.spm.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,18.0,lognormal,126.8,0.15,lognormal,143.9,0.15,lognormal,202.1,0.16
-HUEF.EO.spm.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,19.2,lognormal,137.9,0.14,lognormal,157.1,0.15,lognormal,204.1,0.1
-HUEF.EO.spm.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,20.7,lognormal,144.0,0.15,normal,163.5,22.6,normal,214.3,17.9
-HUEF.EO.spm.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,21.2,normal,146.8,19.2,lognormal,165.6,0.15,lognormal,240.0,0.1
-HUEF.EO.spm.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,17.9,normal,130.4,15.9,normal,148.1,18.4,normal,203.9,17.9
-HUEF.EO.spm.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.3,lognormal,126.5,0.15,lognormal,143.7,0.15,lognormal,200.4,0.13
-HUEF.EO.spm.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,18.5,lognormal,137.8,0.14,lognormal,157.1,0.15,normal,213.4,18.6
-HUEF.EO.spm.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,20.6,normal,143.5,19.1,normal,163.7,22.4,normal,229.8,20.3
-HUEF.EO.spm.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,21.5,lognormal,148.2,0.15,normal,167.5,22.7,normal,248.7,23.3
-HUEF.EO.spm.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,18.5,normal,131.8,17.1,lognormal,152.0,0.15,lognormal,206.1,0.11
-HUEF.EO.spm.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,18.6,lognormal,126.7,0.15,lognormal,143.9,0.15,lognormal,227.4,0.18
-HUEF.EO.spm.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,19.8,lognormal,138.5,0.15,lognormal,158.9,0.16,normal,215.3,18.4
-HUEF.EO.spm.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,20.6,lognormal,144.8,0.15,normal,164.3,22.9,normal,223.1,16.0
-HUEF.EO.spm.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.0,lognormal,146.9,0.14,lognormal,167.4,0.15,normal,234.8,20.3
-HUEF.EO.spm.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,18.3,normal,131.7,16.5,lognormal,150.0,0.14,lognormal,206.6,0.12
-HUEF.EO.spm.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,18.0,lognormal,126.9,0.15,lognormal,144.9,0.16,lognormal,207.6,0.13
-HUEF.EO.spm.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,19.2,normal,138.2,18.3,lognormal,157.9,0.15,lognormal,213.2,0.09
-HUEF.EO.spm.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,20.4,lognormal,144.3,0.15,normal,163.8,22.4,normal,221.1,14.2
-HUEF.EO.spm.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.0,lognormal,147.1,0.15,lognormal,167.7,0.15,normal,220.2,15.8
-HUEF.EO.spm.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,16.6,normal,129.2,14.9,normal,145.6,16.5,lognormal,193.7,0.1
-HUEF.EO.spm.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,17.5,lognormal,125.7,0.15,lognormal,142.7,0.15,lognormal,190.6,0.14
-HUEF.EO.spm.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,18.2,normal,136.3,16.5,lognormal,154.8,0.14,lognormal,203.5,0.09
-HUEF.EO.spm.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,19.9,normal,141.9,17.7,lognormal,162.9,0.15,normal,213.4,16.6
-HUEF.EO.spm.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,21.2,lognormal,147.4,0.15,lognormal,166.9,0.15,normal,241.6,26.7
-HUEF.EO.spm.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,18.0,lognormal,132.2,0.14,normal,150.0,19.3,lognormal,192.4,0.1
-HUEF.EO.spm.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,18.1,lognormal,127.0,0.15,lognormal,144.8,0.16,lognormal,208.5,0.18
-HUEF.EO.spm.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,19.0,lognormal,138.0,0.14,lognormal,157.6,0.16,lognormal,205.9,0.1
-HUEF.EO.spm.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.1,20.7,lognormal,144.9,0.15,lognormal,164.6,0.15,normal,212.2,14.3
-HUEF.EO.spm.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,20.5,lognormal,147.0,0.15,lognormal,166.5,0.15,normal,215.1,13.3
-HUEF.EO.spm.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,17.3,normal,130.3,16.0,normal,148.0,18.2,lognormal,191.7,0.1
-HUEF.EO.spm.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.8,lognormal,126.1,0.15,lognormal,144.2,0.16,lognormal,197.7,0.16
-HUEF.EO.spm.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,19.1,normal,137.4,17.6,normal,156.0,20.3,lognormal,201.4,0.08
-HUEF.EO.spm.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,20.2,lognormal,144.3,0.15,normal,162.9,21.7,lognormal,212.2,0.08
-HUEF.EO.spm.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,21.4,normal,146.3,18.6,lognormal,166.6,0.15,normal,248.2,24.5
-HUEF.EO.spm.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.7,normal,129.0,14.9,normal,146.5,16.7,normal,205.9,19.3
-HUEF.EO.spm.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.4,lognormal,126.3,0.15,lognormal,143.5,0.15,normal,197.6,21.6
-HUEF.EO.spm.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,18.2,normal,135.6,16.0,lognormal,154.8,0.14,normal,214.3,18.3
-HUEF.EO.spm.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.3,lognormal,142.7,0.14,lognormal,163.4,0.16,normal,223.3,15.1
-HUEF.EO.spm.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.1,lognormal,147.5,0.15,lognormal,167.4,0.15,normal,248.2,24.7
-HUEF.EO.spm.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,17.8,normal,131.1,16.4,lognormal,150.5,0.15,lognormal,205.5,0.11
-HUEF.EO.spm.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,18.6,lognormal,126.6,0.15,lognormal,144.2,0.16,lognormal,221.5,0.17
-HUEF.EO.spm.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,18.6,lognormal,138.1,0.14,lognormal,157.9,0.16,lognormal,215.5,0.09
-HUEF.EO.spm.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.4,lognormal,143.9,0.15,lognormal,165.4,0.16,normal,220.4,15.4
-HUEF.EO.spm.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,20.9,lognormal,147.4,0.15,normal,166.4,21.4,lognormal,240.0,0.1
-HUEF.EO.spm.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,17.6,normal,130.1,15.4,normal,148.8,19.1,lognormal,205.6,0.11
-HUEF.EO.spm.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,17.7,lognormal,126.7,0.15,lognormal,144.3,0.15,lognormal,204.5,0.13
-HUEF.EO.spm.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,18.7,lognormal,137.6,0.14,lognormal,156.6,0.14,normal,215.4,18.0
-HUEF.EO.spm.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.5,20.2,lognormal,143.5,0.14,lognormal,164.2,0.15,normal,218.8,13.2
-HUEF.EO.spm.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,20.7,normal,146.2,19.2,normal,166.8,22.3,normal,225.1,19.8
-HUEF.EO.spm.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,16.1,normal,127.7,14.1,normal,144.4,15.7,lognormal,191.6,0.09
-HUEF.EO.spm.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,17.0,normal,125.3,16.5,lognormal,141.6,0.14,lognormal,183.9,0.12
-HUEF.EO.spm.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.4,normal,135.0,15.9,normal,153.2,18.3,lognormal,203.6,0.1
-HUEF.EO.spm.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,19.0,lognormal,142.7,0.14,normal,161.9,20.8,normal,216.1,19.5
-HUEF.EO.spm.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,21.9,lognormal,147.9,0.15,lognormal,167.5,0.15,normal,220.5,16.6
-HUEF.EO.spm.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,17.8,normal,131.4,16.5,lognormal,149.2,0.14,lognormal,188.9,0.09
-HUEF.EO.spm.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.0,normal,126.1,17.4,normal,143.0,19.2,lognormal,201.9,0.16
-HUEF.EO.spm.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,19.0,normal,137.9,18.3,lognormal,157.9,0.15,lognormal,200.8,0.09
-HUEF.EO.spm.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,20.0,lognormal,144.1,0.15,lognormal,163.3,0.15,lognormal,215.2,0.09
-HUEF.EO.spm.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.2,normal,146.5,19.1,lognormal,167.0,0.15,lognormal,227.9,0.1
-HUEF.EO.spm.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,16.8,normal,129.6,15.1,normal,147.1,17.0,lognormal,189.9,0.09
-HUEF.EO.spm.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,17.8,lognormal,126.6,0.15,normal,143.1,19.3,lognormal,189.6,0.14
-HUEF.EO.spm.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,18.3,normal,136.8,17.6,lognormal,156.4,0.15,lognormal,201.2,0.1
-HUEF.EO.spm.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,20.3,lognormal,144.5,0.15,normal,162.2,21.3,normal,211.5,16.1
-HUEF.EO.spm.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,19.9,lognormal,146.1,0.14,lognormal,165.7,0.15,normal,238.7,22.7
-HUEF.EO.spm.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,15.8,normal,128.0,14.3,normal,145.1,15.4,lognormal,208.3,0.11
-HUEF.EO.spm.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,17.2,lognormal,125.8,0.15,lognormal,143.3,0.15,lognormal,197.5,0.13
-HUEF.EO.spm.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.3,normal,135.4,16.6,normal,153.6,18.3,normal,218.0,21.5
-HUEF.EO.spm.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,20.0,normal,142.5,17.9,lognormal,163.2,0.15,normal,234.0,21.8
-HUEF.EO.spm.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,21.5,lognormal,147.2,0.15,lognormal,168.4,0.16,normal,235.0,19.9
-HUEF.EO.spm.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,17.2,normal,131.0,16.4,normal,149.7,19.0,lognormal,203.2,0.11
-HUEF.EO.spm.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,17.9,lognormal,126.6,0.15,lognormal,144.4,0.15,lognormal,210.2,0.15
-HUEF.EO.spm.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,19.3,normal,137.8,17.7,lognormal,157.7,0.15,normal,212.5,18.4
-HUEF.EO.spm.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,20.3,lognormal,144.3,0.15,normal,164.8,23.2,normal,217.3,13.6
-HUEF.EO.spm.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,20.7,normal,146.4,18.7,normal,166.7,21.8,normal,239.1,21.8
-HUEF.EO.spm.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.6,normal,129.7,15.7,normal,147.7,17.6,lognormal,203.8,0.1
-HUEF.EO.spm.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.9,lognormal,126.4,0.15,lognormal,144.3,0.15,lognormal,198.4,0.13
-HUEF.EO.spm.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,18.5,lognormal,137.2,0.14,normal,156.2,20.6,lognormal,212.2,0.09
-HUEF.EO.spm.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.5,normal,143.4,18.7,lognormal,164.6,0.16,normal,219.7,15.7
-HUEF.EO.spm.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,22.5,lognormal,147.9,0.15,lognormal,167.6,0.15,normal,249.6,20.9
-HUEF.EO.spm.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.2,lognormal,134.2,0.15,lognormal,153.0,0.16,normal,225.2,19.4
-HUEF.EO.spm.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,18.6,lognormal,126.6,0.15,lognormal,144.8,0.16,normal,216.8,21.1
-HUEF.EO.spm.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,20.6,lognormal,139.0,0.15,lognormal,158.7,0.16,lognormal,250.0,0.12
-HUEF.EO.spm.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,20.9,lognormal,144.4,0.15,lognormal,164.1,0.15,normal,249.0,22.6
-HUEF.EO.spm.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,22.8,lognormal,148.3,0.15,normal,165.9,21.4,lognormal,250.0,0.06
-HUEF.EO.spm.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,20.1,lognormal,133.7,0.15,lognormal,152.6,0.16,normal,247.5,26.3
-HUEF.EO.spm.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,18.8,lognormal,126.5,0.15,lognormal,144.3,0.16,normal,218.1,16.5
-HUEF.EO.spm.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.6,lognormal,139.8,0.16,lognormal,157.9,0.15,lognormal,250.0,0.1
-HUEF.EO.spm.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.5,lognormal,144.1,0.14,lognormal,164.0,0.15,lognormal,250.0,0.08
-HUEF.EO.spm.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,22.2,lognormal,147.3,0.15,lognormal,166.7,0.15,normal,250.3,19.1
-HUEF.EO.spm.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,19.8,lognormal,134.4,0.15,lognormal,151.7,0.15,normal,231.0,18.4
-HUEF.EO.spm.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,19.0,lognormal,126.6,0.15,lognormal,143.9,0.15,normal,224.4,20.9
-HUEF.EO.spm.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,20.4,lognormal,138.7,0.15,lognormal,157.9,0.15,lognormal,250.0,0.1
-HUEF.EO.spm.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.0,0.15,lognormal,164.4,0.15,lognormal,250.0,0.08
-HUEF.EO.spm.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.2,21.0,lognormal,146.5,0.15,lognormal,167.5,0.16,lognormal,250.0,0.09
-HUEF.EO.spm.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,20.5,lognormal,134.1,0.15,lognormal,152.0,0.15,lognormal,231.7,0.1
-HUEF.EO.spm.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,18.9,lognormal,126.8,0.15,lognormal,144.2,0.16,normal,222.6,20.5
-HUEF.EO.spm.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,20.5,lognormal,139.0,0.15,lognormal,159.4,0.16,lognormal,250.0,0.12
-HUEF.EO.spm.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,21.5,lognormal,144.3,0.15,lognormal,163.4,0.15,normal,249.5,21.2
-HUEF.EO.spm.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,21.7,lognormal,148.1,0.15,lognormal,167.5,0.15,lognormal,250.0,0.06
-HUEF.EO.spm.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.0,lognormal,133.4,0.15,lognormal,153.1,0.16,normal,249.6,21.0
-HUEF.EO.spm.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,19.2,lognormal,126.6,0.15,lognormal,143.8,0.15,lognormal,230.0,0.08
-HUEF.EO.spm.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,20.1,lognormal,138.4,0.15,lognormal,158.0,0.16,normal,250.3,19.3
-HUEF.EO.spm.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.5,0.15,lognormal,165.0,0.16,lognormal,250.0,0.06
-HUEF.EO.spm.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,22.2,lognormal,148.0,0.15,lognormal,167.9,0.16,lognormal,250.0,0.06
-HUEF.EO.spm.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,19.8,lognormal,133.9,0.15,lognormal,152.3,0.16,normal,249.1,22.2
-HUEF.EO.spm.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.18,lognormal,126.9,0.15,lognormal,145.0,0.16,lognormal,230.0,0.08
-HUEF.EO.spm.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,20.9,lognormal,139.0,0.15,lognormal,158.5,0.15,lognormal,250.0,0.06
-HUEF.EO.spm.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.9,lognormal,144.1,0.15,lognormal,164.2,0.15,lognormal,250.0,0.06
-HUEF.FS.bur.0.A.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,13.8,normal,136.7,11.5,normal,153.4,13.6,lognormal,187.9,0.15
-HUEF.FS.bur.0.A.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,11.8,lognormal,111.6,0.1,normal,124.5,12.1,lognormal,153.3,0.16
-HUEF.FS.bur.0.A.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,14.7,normal,115.5,12.3,lognormal,130.8,0.11,normal,158.4,16.8
-HUEF.FS.bur.0.A.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,12.5,normal,120.8,10.9,lognormal,134.2,0.1,lognormal,168.3,0.16
-HUEF.FS.bur.0.A.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,13.6,lognormal,130.2,0.09,lognormal,146.2,0.1,lognormal,182.2,0.16
-HUEF.FS.bur.0.A.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,13.7,normal,139.2,12.2,normal,155.1,14.0,lognormal,189.1,0.15
-HUEF.FS.bur.0.A.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,12.0,lognormal,112.5,0.1,lognormal,125.8,0.11,lognormal,154.0,0.16
-HUEF.FS.bur.0.A.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.16,lognormal,123.3,0.14,lognormal,140.7,0.13,normal,160.1,18.1
-HUEF.FS.bur.0.A.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,13.0,normal,121.9,11.1,lognormal,135.5,0.11,lognormal,169.1,0.17
-HUEF.FS.bur.0.A.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,12.8,lognormal,131.6,0.09,lognormal,148.7,0.11,lognormal,182.4,0.16
-HUEF.FS.bur.0.A.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,13.5,normal,135.3,11.9,normal,151.5,13.1,lognormal,187.8,0.14
-HUEF.FS.bur.0.A.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,11.7,normal,110.6,10.1,lognormal,124.1,0.1,lognormal,153.5,0.16
-HUEF.FS.bur.0.A.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,14.4,normal,113.3,12.2,normal,126.7,12.3,normal,155.5,16.3
-HUEF.FS.bur.0.A.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,12.2,normal,119.6,10.5,lognormal,133.1,0.1,lognormal,167.0,0.16
-HUEF.FS.bur.0.A.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,13.4,lognormal,128.9,0.09,lognormal,144.9,0.1,lognormal,180.2,0.15
-HUEF.FS.bur.0.B.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,15.9,normal,140.4,13.9,lognormal,156.7,0.11,normal,198.1,25.3
-HUEF.FS.bur.0.B.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,14.5,lognormal,115.9,0.12,lognormal,128.6,0.13,normal,161.5,20.8
-HUEF.FS.bur.0.B.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,16.2,lognormal,119.0,0.13,lognormal,132.9,0.11,lognormal,158.7,0.11
-HUEF.FS.bur.0.B.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,15.6,lognormal,125.1,0.11,lognormal,139.3,0.13,lognormal,176.3,0.15
-HUEF.FS.bur.0.B.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,15.0,lognormal,134.6,0.11,lognormal,151.3,0.12,lognormal,190.7,0.15
-HUEF.FS.bur.0.B.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,17.3,lognormal,147.5,0.13,lognormal,162.9,0.14,normal,195.7,23.3
-HUEF.FS.bur.0.B.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,14.6,lognormal,118.3,0.13,lognormal,130.4,0.14,lognormal,161.4,0.15
-HUEF.FS.bur.0.B.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.4,0.18,lognormal,127.9,0.15,lognormal,143.6,0.14,normal,161.3,18.4
-HUEF.FS.bur.0.B.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.9,lognormal,128.0,0.12,lognormal,142.5,0.15,lognormal,177.7,0.16
-HUEF.FS.bur.0.B.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,16.0,lognormal,138.8,0.12,lognormal,154.5,0.14,lognormal,190.4,0.15
-HUEF.FS.bur.0.B.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,15.3,lognormal,138.5,0.11,lognormal,154.6,0.1,normal,196.7,24.1
-HUEF.FS.bur.0.B.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.4,0.14,normal,114.4,12.3,normal,126.4,13.2,normal,159.9,19.6
-HUEF.FS.bur.0.B.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.1,lognormal,114.8,0.12,lognormal,128.6,0.11,normal,155.9,15.4
-HUEF.FS.bur.0.B.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,14.4,normal,123.2,12.4,lognormal,136.6,0.11,lognormal,175.3,0.15
-HUEF.FS.bur.0.B.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,14.8,normal,132.5,13.1,lognormal,148.5,0.11,lognormal,187.4,0.14
-HUEF.FS.bur.0.C.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,18.0,normal,153.1,16.6,lognormal,171.6,0.1,normal,205.4,16.6
-HUEF.FS.bur.0.C.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,15.8,normal,127.8,13.0,lognormal,143.5,0.1,lognormal,169.9,0.11
-HUEF.FS.bur.0.C.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,16.1,normal,124.2,14.0,normal,136.3,12.5,normal,160.5,14.4
-HUEF.FS.bur.0.C.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,16.4,normal,137.1,14.1,lognormal,154.5,0.1,lognormal,184.3,0.11
-HUEF.FS.bur.0.C.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,17.8,normal,148.3,16.6,normal,164.3,14.6,normal,198.8,19.1
-HUEF.FS.bur.0.C.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.3,20.9,lognormal,169.2,0.12,lognormal,187.7,0.11,lognormal,208.5,0.1
-HUEF.FS.bur.0.C.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,16.9,lognormal,136.0,0.12,normal,151.4,15.9,lognormal,173.0,0.13
-HUEF.FS.bur.0.C.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,18.0,lognormal,138.3,0.12,lognormal,150.3,0.11,normal,165.0,17.4
-HUEF.FS.bur.0.C.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,18.1,lognormal,147.9,0.12,lognormal,164.9,0.11,lognormal,186.9,0.11
-HUEF.FS.bur.0.C.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.6,0.15,lognormal,160.7,0.12,normal,179.3,17.0,normal,200.3,18.6
-HUEF.FS.bur.0.C.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,17.8,normal,148.6,17.2,lognormal,166.1,0.11,normal,202.2,16.6
-HUEF.FS.bur.0.C.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,15.4,normal,125.2,13.0,lognormal,139.2,0.1,lognormal,168.1,0.11
-HUEF.FS.bur.0.C.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,15.2,normal,119.8,13.9,normal,132.5,13.1,normal,158.3,14.9
-HUEF.FS.bur.0.C.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,15.7,normal,133.5,14.1,lognormal,149.5,0.1,normal,181.1,16.9
-HUEF.FS.bur.0.C.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,17.0,normal,143.3,16.2,lognormal,160.1,0.1,lognormal,193.5,0.09
-HUEF.FS.bur.0.D.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,157.0,22.3,normal,159.1,20.0,lognormal,179.6,0.12,normal,217.0,21.6
-HUEF.FS.bur.0.D.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,19.0,lognormal,139.0,0.14,lognormal,154.0,0.11,lognormal,183.8,0.11
-HUEF.FS.bur.0.D.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,17.2,normal,127.3,15.5,lognormal,139.1,0.1,normal,163.5,15.0
-HUEF.FS.bur.0.D.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,20.7,lognormal,148.4,0.14,lognormal,164.9,0.11,normal,198.9,19.8
-HUEF.FS.bur.0.D.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,21.1,normal,155.0,19.2,lognormal,174.8,0.12,normal,213.4,23.2
-HUEF.FS.bur.0.D.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,177.0,27.9,normal,194.0,24.1,normal,210.4,22.7,normal,226.4,25.3
-HUEF.FS.bur.0.D.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,151.4,22.8,normal,162.3,18.5,normal,175.0,18.4,normal,191.1,20.5
-HUEF.FS.bur.0.D.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,19.3,normal,144.9,15.2,normal,154.7,14.9,lognormal,169.5,0.12
-HUEF.FS.bur.0.D.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,161.7,24.7,lognormal,174.3,0.12,normal,189.1,19.4,normal,207.7,22.3
-HUEF.FS.bur.0.D.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.3,25.0,normal,186.7,22.7,normal,204.9,23.2,normal,226.6,29.1
-HUEF.FS.bur.0.D.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.2,21.1,lognormal,152.6,0.14,normal,171.2,18.2,normal,210.1,17.7
-HUEF.FS.bur.0.D.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,18.5,lognormal,133.6,0.14,lognormal,149.4,0.12,lognormal,179.4,0.11
-HUEF.FS.bur.0.D.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,16.3,normal,122.5,15.2,lognormal,134.9,0.11,lognormal,159.8,0.1
-HUEF.FS.bur.0.D.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,19.5,normal,141.2,17.9,lognormal,158.5,0.11,normal,192.3,17.7
-HUEF.FS.bur.0.D.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.9,19.7,lognormal,148.8,0.14,lognormal,167.6,0.12,normal,205.2,17.9
-HUEF.FS.bur.1.A.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.3,20.8,normal,158.0,19.1,lognormal,179.6,0.12,normal,219.1,16.1
-HUEF.FS.bur.1.A.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,17.8,lognormal,138.0,0.13,lognormal,153.3,0.11,normal,190.2,18.2
-HUEF.FS.bur.1.A.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,16.9,lognormal,127.5,0.13,normal,140.9,15.0,lognormal,178.0,0.12
-HUEF.FS.bur.1.A.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,19.7,normal,146.4,17.7,lognormal,163.1,0.11,normal,202.6,18.2
-HUEF.FS.bur.1.A.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,152.0,20.6,lognormal,155.7,0.14,lognormal,172.5,0.11,normal,214.6,17.8
-HUEF.FS.bur.1.A.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.8,27.9,normal,196.6,23.2,normal,222.8,23.5,normal,250.0,19.9
-HUEF.FS.bur.1.A.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.9,22.7,normal,165.7,19.0,normal,186.3,18.0,lognormal,226.0,0.14
-HUEF.FS.bur.1.A.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,23.7,normal,159.2,19.7,lognormal,181.7,0.12,normal,216.9,22.9
-HUEF.FS.bur.1.A.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.9,24.4,normal,177.6,20.7,normal,201.2,19.5,normal,247.6,26.3
-HUEF.FS.bur.1.A.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.4,26.5,normal,188.6,21.9,normal,219.2,22.9,normal,250.0,20.0
-HUEF.FS.bur.1.A.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.1,21.5,lognormal,153.2,0.15,normal,172.2,18.0,normal,211.1,16.3
-HUEF.FS.bur.1.A.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,17.0,normal,132.0,15.8,lognormal,147.6,0.11,lognormal,183.4,0.11
-HUEF.FS.bur.1.A.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.1,lognormal,122.3,0.14,lognormal,135.8,0.11,lognormal,171.2,0.12
-HUEF.FS.bur.1.A.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,18.3,normal,140.2,17.3,normal,157.2,16.2,normal,195.4,19.1
-HUEF.FS.bur.1.A.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,20.2,lognormal,148.6,0.14,normal,166.4,17.5,normal,206.6,16.3
-HUEF.FS.bur.1.B.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.5,21.1,lognormal,158.9,0.14,normal,178.9,19.0,normal,217.4,14.8
-HUEF.FS.bur.1.B.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,18.3,normal,138.1,16.6,lognormal,152.6,0.11,normal,190.6,18.6
-HUEF.FS.bur.1.B.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,17.0,lognormal,127.3,0.13,lognormal,140.4,0.11,lognormal,178.6,0.12
-HUEF.FS.bur.1.B.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.5,19.6,lognormal,146.9,0.14,lognormal,163.0,0.11,normal,200.3,17.7
-HUEF.FS.bur.1.B.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,151.7,20.7,normal,154.6,18.9,lognormal,172.8,0.11,lognormal,215.7,0.09
-HUEF.FS.bur.1.B.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,174.5,27.4,normal,196.9,23.6,normal,221.0,21.5,lognormal,250.0,0.06
-HUEF.FS.bur.1.B.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.6,21.9,normal,164.8,19.0,lognormal,188.8,0.11,normal,222.1,24.1
-HUEF.FS.bur.1.B.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,22.6,normal,158.9,19.7,normal,181.8,20.1,normal,216.2,21.9
-HUEF.FS.bur.1.B.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.6,23.3,normal,176.9,20.6,normal,199.7,19.1,normal,232.4,22.4
-HUEF.FS.bur.1.B.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,167.5,25.4,normal,188.4,22.1,lognormal,223.9,0.14,normal,249.4,21.7
-HUEF.FS.bur.1.B.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.4,21.1,lognormal,152.8,0.14,lognormal,170.9,0.12,normal,214.9,19.4
-HUEF.FS.bur.1.B.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.3,normal,132.7,16.6,lognormal,146.7,0.11,lognormal,182.5,0.11
-HUEF.FS.bur.1.B.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,16.4,lognormal,122.5,0.14,normal,135.7,14.2,lognormal,170.7,0.12
-HUEF.FS.bur.1.B.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,18.9,lognormal,141.3,0.14,normal,156.9,15.5,lognormal,196.2,0.11
-HUEF.FS.bur.1.B.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,20.3,lognormal,148.7,0.14,normal,165.4,16.5,normal,209.4,19.8
-HUEF.FS.bur.1.C.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.0,20.3,lognormal,158.3,0.13,lognormal,178.4,0.12,normal,222.2,19.8
-HUEF.FS.bur.1.C.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,17.6,lognormal,137.2,0.13,normal,151.2,14.5,lognormal,187.8,0.1
-HUEF.FS.bur.1.C.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.3,lognormal,126.7,0.13,normal,139.9,13.9,lognormal,177.9,0.12
-HUEF.FS.bur.1.C.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,18.7,lognormal,145.3,0.13,lognormal,161.3,0.1,normal,198.8,17.1
-HUEF.FS.bur.1.C.god.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.4,0.15,lognormal,155.1,0.14,lognormal,171.7,0.11,normal,210.1,15.8
-HUEF.FS.bur.1.C.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.9,25.3,normal,191.2,20.3,normal,221.4,23.4,normal,250.3,19.1
-HUEF.FS.bur.1.C.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,20.4,lognormal,160.0,0.12,normal,180.8,17.7,lognormal,212.6,0.12
-HUEF.FS.bur.1.C.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,22.7,normal,156.8,18.4,normal,178.1,19.0,lognormal,224.8,0.17
-HUEF.FS.bur.1.C.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.6,22.4,normal,174.0,20.1,normal,195.9,18.8,normal,222.3,18.7
-HUEF.FS.bur.1.C.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.0,24.4,lognormal,187.5,0.14,normal,209.2,19.3,normal,249.2,22.2
-HUEF.FS.bur.1.C.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.2,20.8,normal,152.4,19.7,lognormal,170.3,0.11,lognormal,214.8,0.1
-HUEF.FS.bur.1.C.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,16.6,normal,131.6,15.5,lognormal,146.1,0.11,normal,179.9,17.3
-HUEF.FS.bur.1.C.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,16.0,lognormal,121.9,0.13,lognormal,135.5,0.11,lognormal,170.2,0.12
-HUEF.FS.bur.1.C.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,18.2,normal,140.1,17.2,normal,155.9,15.4,normal,192.7,16.9
-HUEF.FS.bur.1.C.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,19.9,lognormal,148.1,0.14,lognormal,164.9,0.11,lognormal,207.0,0.1
-HUEF.FS.bur.1.D.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,157.1,22.4,normal,159.1,20.0,lognormal,179.8,0.12,normal,221.9,15.7
-HUEF.FS.bur.1.D.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,19.3,lognormal,139.2,0.14,lognormal,155.0,0.11,normal,197.0,20.8
-HUEF.FS.bur.1.D.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,17.1,normal,127.3,15.4,normal,140.8,14.8,lognormal,179.8,0.12
-HUEF.FS.bur.1.D.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,20.6,lognormal,148.1,0.14,lognormal,165.2,0.11,lognormal,207.6,0.1
-HUEF.FS.bur.1.D.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,21.2,normal,155.2,19.3,lognormal,175.0,0.12,normal,219.8,20.3
-HUEF.FS.bur.1.D.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,180.8,31.2,normal,203.5,28.1,normal,233.0,28.2,lognormal,250.0,0.08
-HUEF.FS.bur.1.D.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,157.8,27.1,normal,175.5,22.7,lognormal,203.5,0.13,normal,249.1,22.3
-HUEF.FS.bur.1.D.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.8,normal,159.7,19.6,normal,184.2,20.5,lognormal,220.0,0.1
-HUEF.FS.bur.1.D.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,167.3,28.6,normal,185.5,23.6,normal,213.2,25.3,lognormal,250.0,0.07
-HUEF.FS.bur.1.D.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,174.9,28.7,normal,195.2,25.5,normal,226.0,26.8,lognormal,250.0,0.08
-HUEF.FS.bur.1.D.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.2,21.1,lognormal,152.6,0.14,normal,171.2,18.2,normal,212.8,14.4
-HUEF.FS.bur.1.D.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,18.9,lognormal,134.0,0.14,lognormal,149.5,0.12,lognormal,190.0,0.12
-HUEF.FS.bur.1.D.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,16.5,lognormal,122.7,0.14,normal,135.6,14.3,lognormal,171.2,0.12
-HUEF.FS.bur.1.D.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,19.5,normal,141.2,18.0,normal,158.7,17.0,lognormal,198.9,0.1
-HUEF.FS.bur.1.D.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.9,19.8,lognormal,148.8,0.14,lognormal,167.6,0.12,normal,210.5,18.5
-HUEF.FS.spm.0.A.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,13.6,normal,136.3,11.6,lognormal,152.9,0.09,lognormal,187.7,0.14
-HUEF.FS.spm.0.A.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,11.9,normal,111.5,10.3,lognormal,124.9,0.11,lognormal,153.7,0.16
-HUEF.FS.spm.0.A.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,14.6,normal,115.5,12.2,lognormal,130.7,0.11,normal,156.5,16.6
-HUEF.FS.spm.0.A.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,12.5,normal,120.8,10.8,lognormal,134.5,0.1,lognormal,166.8,0.16
-HUEF.FS.spm.0.A.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,13.1,lognormal,130.4,0.09,lognormal,145.8,0.1,lognormal,179.2,0.14
-HUEF.FS.spm.0.A.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,14.0,lognormal,138.7,0.09,lognormal,155.7,0.1,lognormal,188.5,0.15
-HUEF.FS.spm.0.A.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,12.1,normal,112.4,10.6,lognormal,125.8,0.11,lognormal,152.6,0.15
-HUEF.FS.spm.0.A.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.6,lognormal,122.6,0.13,lognormal,141.3,0.14,normal,159.7,17.7
-HUEF.FS.spm.0.A.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,12.9,lognormal,122.1,0.1,lognormal,135.6,0.11,lognormal,168.4,0.17
-HUEF.FS.spm.0.A.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,13.3,normal,131.9,11.4,lognormal,148.8,0.11,lognormal,180.2,0.16
-HUEF.FS.spm.0.A.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,13.9,normal,134.9,11.7,normal,150.8,13.2,lognormal,186.7,0.13
-HUEF.FS.spm.0.A.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,11.6,normal,110.3,10.1,normal,124.0,12.0,lognormal,153.7,0.16
-HUEF.FS.spm.0.A.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,14.0,normal,113.1,12.3,normal,126.5,12.5,lognormal,155.0,0.11
-HUEF.FS.spm.0.A.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,13.4,normal,120.3,11.3,normal,131.4,10.1,lognormal,170.3,0.2
-HUEF.FS.spm.0.A.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,13.5,lognormal,128.8,0.09,lognormal,143.9,0.09,lognormal,179.0,0.14
-HUEF.FS.spm.0.B.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,16.2,normal,140.1,13.6,lognormal,157.2,0.11,lognormal,198.0,0.14
-HUEF.FS.spm.0.B.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.1,0.15,lognormal,115.6,0.12,lognormal,128.9,0.13,normal,160.0,20.4
-HUEF.FS.spm.0.B.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,16.0,lognormal,118.3,0.13,lognormal,132.1,0.11,normal,158.5,16.8
-HUEF.FS.spm.0.B.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.14,normal,124.8,13.0,lognormal,139.1,0.13,lognormal,175.7,0.15
-HUEF.FS.spm.0.B.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,15.7,lognormal,134.4,0.11,lognormal,150.8,0.12,lognormal,191.6,0.16
-HUEF.FS.spm.0.B.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,16.9,lognormal,146.3,0.12,lognormal,162.2,0.13,lognormal,197.4,0.14
-HUEF.FS.spm.0.B.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.3,0.15,lognormal,118.5,0.14,lognormal,130.6,0.14,lognormal,162.8,0.15
-HUEF.FS.spm.0.B.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.9,lognormal,127.5,0.15,lognormal,143.4,0.14,normal,161.2,18.2
-HUEF.FS.spm.0.B.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.4,0.15,lognormal,128.0,0.13,lognormal,142.4,0.14,lognormal,177.2,0.16
-HUEF.FS.spm.0.B.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,16.2,lognormal,139.0,0.13,lognormal,156.0,0.14,lognormal,192.0,0.15
-HUEF.FS.spm.0.B.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,15.2,lognormal,138.5,0.11,lognormal,154.6,0.11,normal,193.4,22.0
-HUEF.FS.spm.0.B.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,14.4,normal,114.3,12.2,normal,126.2,13.2,lognormal,160.9,0.14
-HUEF.FS.spm.0.B.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,14.9,lognormal,114.9,0.12,lognormal,128.5,0.11,lognormal,156.0,0.11
-HUEF.FS.spm.0.B.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,14.5,lognormal,123.5,0.11,lognormal,136.2,0.11,lognormal,174.6,0.15
-HUEF.FS.spm.0.B.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,14.5,lognormal,132.5,0.11,lognormal,148.0,0.11,lognormal,188.3,0.14
-HUEF.FS.spm.0.C.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.7,18.6,normal,153.5,17.5,lognormal,171.8,0.1,normal,205.8,17.8
-HUEF.FS.spm.0.C.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,16.2,normal,128.1,13.2,normal,143.4,14.1,lognormal,169.5,0.11
-HUEF.FS.spm.0.C.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.1,normal,124.1,14.0,lognormal,136.0,0.1,normal,161.1,15.6
-HUEF.FS.spm.0.C.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,16.4,normal,137.0,14.2,lognormal,154.1,0.1,lognormal,184.5,0.11
-HUEF.FS.spm.0.C.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,17.2,lognormal,147.6,0.12,lognormal,165.0,0.1,normal,198.4,17.8
-HUEF.FS.spm.0.C.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.4,20.7,lognormal,167.5,0.12,lognormal,184.6,0.1,lognormal,212.4,0.12
-HUEF.FS.spm.0.C.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.5,lognormal,135.4,0.12,lognormal,152.0,0.12,lognormal,172.2,0.12
-HUEF.FS.spm.0.C.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,18.5,normal,137.1,15.5,lognormal,149.4,0.11,lognormal,165.9,0.12
-HUEF.FS.spm.0.C.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.2,17.3,lognormal,146.3,0.12,lognormal,164.4,0.12,lognormal,188.1,0.12
-HUEF.FS.spm.0.C.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.16,normal,158.4,17.1,normal,178.5,18.8,lognormal,200.8,0.11
-HUEF.FS.spm.0.C.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,18.2,normal,148.2,17.1,lognormal,165.8,0.11,normal,201.8,16.4
-HUEF.FS.spm.0.C.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,15.2,normal,124.9,13.3,lognormal,139.1,0.1,lognormal,167.6,0.11
-HUEF.FS.spm.0.C.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,15.4,normal,120.0,14.1,normal,132.6,13.3,lognormal,157.1,0.1
-HUEF.FS.spm.0.C.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,15.6,normal,133.8,14.4,lognormal,148.7,0.1,normal,180.3,16.0
-HUEF.FS.spm.0.C.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.8,lognormal,143.5,0.13,normal,159.6,15.3,normal,193.6,15.6
-HUEF.FS.spm.0.D.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,156.9,22.1,normal,158.6,19.4,lognormal,179.0,0.12,normal,220.9,23.5
-HUEF.FS.spm.0.D.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,19.3,lognormal,139.4,0.14,lognormal,154.3,0.11,normal,182.9,17.7
-HUEF.FS.spm.0.D.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.3,normal,126.4,15.0,normal,139.0,13.7,normal,162.8,15.2
-HUEF.FS.spm.0.D.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,145.5,21.1,lognormal,148.2,0.14,lognormal,164.7,0.11,lognormal,196.5,0.1
-HUEF.FS.spm.0.D.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,152.7,21.5,lognormal,155.2,0.14,lognormal,174.5,0.12,normal,211.5,22.3
-HUEF.FS.spm.0.D.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,174.0,28.2,lognormal,189.1,0.15,lognormal,206.3,0.14,normal,226.6,26.9
-HUEF.FS.spm.0.D.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,150.1,23.9,normal,158.5,18.7,lognormal,171.7,0.11,normal,192.3,22.1
-HUEF.FS.spm.0.D.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,18.8,normal,142.6,15.7,normal,152.7,15.1,lognormal,169.2,0.12
-HUEF.FS.spm.0.D.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,159.3,24.8,normal,169.6,20.0,normal,187.0,21.3,normal,205.9,21.1
-HUEF.FS.spm.0.D.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.0,28.1,normal,182.1,22.8,normal,196.1,20.3,normal,219.0,25.5
-HUEF.FS.spm.0.D.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,20.8,lognormal,152.4,0.14,lognormal,172.4,0.12,normal,212.9,20.5
-HUEF.FS.spm.0.D.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,19.0,normal,133.9,17.6,lognormal,149.3,0.12,lognormal,178.1,0.11
-HUEF.FS.spm.0.D.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,16.6,lognormal,122.7,0.14,lognormal,134.7,0.11,normal,158.9,13.9
-HUEF.FS.spm.0.D.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,19.5,normal,141.0,18.0,lognormal,158.1,0.11,normal,193.0,19.1
-HUEF.FS.spm.0.D.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,19.8,lognormal,148.0,0.14,normal,166.1,17.4,normal,203.8,17.9
-HUEF.FS.spm.1.A.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.6,21.5,lognormal,159.1,0.14,lognormal,178.5,0.12,lognormal,226.4,0.1
-HUEF.FS.spm.1.A.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,17.5,normal,137.3,16.1,lognormal,152.5,0.11,lognormal,190.0,0.11
-HUEF.FS.spm.1.A.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.5,lognormal,126.9,0.13,lognormal,141.1,0.12,lognormal,176.5,0.12
-HUEF.FS.spm.1.A.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.2,19.6,lognormal,146.9,0.14,normal,161.5,15.3,lognormal,202.5,0.1
-HUEF.FS.spm.1.A.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,152.2,21.9,lognormal,155.7,0.14,lognormal,173.1,0.11,normal,213.3,17.9
-HUEF.FS.spm.1.A.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,173.5,28.7,normal,191.5,26.1,lognormal,217.5,0.16,lognormal,250.0,0.06
-HUEF.FS.spm.1.A.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.3,22.0,normal,161.4,20.1,normal,181.8,20.1,lognormal,219.3,0.12
-HUEF.FS.spm.1.A.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,23.9,normal,154.6,21.2,normal,173.8,21.5,normal,216.0,21.8
-HUEF.FS.spm.1.A.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.0,24.6,normal,174.0,22.0,normal,192.8,20.0,normal,231.2,20.8
-HUEF.FS.spm.1.A.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,167.3,27.1,normal,185.2,25.5,normal,208.2,24.7,lognormal,250.0,0.08
-HUEF.FS.spm.1.A.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.6,21.1,lognormal,153.2,0.14,lognormal,171.4,0.12,normal,213.3,17.9
-HUEF.FS.spm.1.A.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,17.7,normal,132.5,16.4,lognormal,146.9,0.11,lognormal,182.8,0.11
-HUEF.FS.spm.1.A.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,16.2,lognormal,122.2,0.14,normal,135.2,14.3,normal,169.3,17.8
-HUEF.FS.spm.1.A.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,21.8,normal,142.1,18.1,normal,157.6,16.8,normal,193.0,13.6
-HUEF.FS.spm.1.A.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.1,normal,148.1,19.0,lognormal,165.8,0.11,normal,205.6,18.2
-HUEF.FS.spm.1.B.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.7,21.7,normal,158.7,20.3,lognormal,178.5,0.11,normal,217.7,16.0
-HUEF.FS.spm.1.B.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,17.0,normal,136.6,15.8,lognormal,151.8,0.11,lognormal,190.1,0.11
-HUEF.FS.spm.1.B.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,17.2,normal,127.0,15.2,lognormal,140.3,0.11,normal,176.0,18.5
-HUEF.FS.spm.1.B.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,19.3,lognormal,146.6,0.14,lognormal,163.2,0.11,normal,201.1,17.9
-HUEF.FS.spm.1.B.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,151.1,20.8,lognormal,154.8,0.14,lognormal,171.8,0.11,normal,211.8,17.7
-HUEF.FS.spm.1.B.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.0,27.6,normal,190.4,25.1,normal,213.0,25.5,lognormal,250.0,0.06
-HUEF.FS.spm.1.B.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,22.0,normal,160.8,19.8,normal,181.5,20.4,normal,220.8,23.6
-HUEF.FS.spm.1.B.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.6,normal,154.1,21.2,lognormal,174.1,0.14,lognormal,225.3,0.14
-HUEF.FS.spm.1.B.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,156.5,24.4,normal,174.3,22.9,normal,193.8,21.3,normal,247.0,27.9
-HUEF.FS.spm.1.B.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.5,25.8,normal,183.3,23.2,normal,206.1,23.8,normal,249.6,21.1
-HUEF.FS.spm.1.B.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.5,21.0,lognormal,152.7,0.14,lognormal,170.6,0.11,lognormal,213.7,0.09
-HUEF.FS.spm.1.B.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.4,normal,132.1,16.3,normal,147.4,15.8,normal,180.7,17.5
-HUEF.FS.spm.1.B.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,16.6,lognormal,122.5,0.14,lognormal,135.5,0.11,lognormal,168.8,0.12
-HUEF.FS.spm.1.B.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,18.9,lognormal,140.9,0.14,normal,157.4,16.2,normal,193.8,17.6
-HUEF.FS.spm.1.B.por.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.3,0.15,lognormal,148.6,0.14,lognormal,165.6,0.11,normal,206.3,17.9
-HUEF.FS.spm.1.C.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.5,21.6,lognormal,159.0,0.14,normal,175.8,17.5,lognormal,218.8,0.08
-HUEF.FS.spm.1.C.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.2,17.2,normal,136.7,15.6,normal,151.1,14.6,lognormal,186.3,0.1
-HUEF.FS.spm.1.C.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,16.9,lognormal,127.0,0.13,lognormal,139.8,0.11,lognormal,176.7,0.12
-HUEF.FS.spm.1.C.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,18.7,normal,145.7,17.7,lognormal,161.4,0.11,normal,199.0,17.9
-HUEF.FS.spm.1.C.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.7,19.9,lognormal,153.4,0.13,normal,170.6,16.6,normal,216.0,20.0
-HUEF.FS.spm.1.C.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,169.2,25.8,lognormal,190.0,0.15,normal,210.2,23.3,normal,250.3,19.3
-HUEF.FS.spm.1.C.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,20.1,normal,156.7,17.8,lognormal,177.5,0.12,normal,208.7,19.3
-HUEF.FS.spm.1.C.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,22.1,lognormal,153.7,0.15,normal,171.0,19.0,normal,214.9,25.8
-HUEF.FS.spm.1.C.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,153.0,21.7,normal,169.1,20.2,lognormal,191.9,0.13,normal,221.2,18.6
-HUEF.FS.spm.1.C.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.0,25.5,normal,181.2,22.3,lognormal,205.3,0.13,normal,248.7,23.5
-HUEF.FS.spm.1.C.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,20.8,lognormal,152.7,0.14,normal,170.5,17.9,normal,211.2,18.1
-HUEF.FS.spm.1.C.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,17.1,normal,131.8,16.1,lognormal,146.2,0.11,lognormal,180.6,0.11
-HUEF.FS.spm.1.C.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,16.3,lognormal,122.2,0.14,lognormal,134.9,0.11,lognormal,168.9,0.12
-HUEF.FS.spm.1.C.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,17.7,normal,139.9,17.1,lognormal,155.9,0.11,normal,191.5,17.2
-HUEF.FS.spm.1.C.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.5,19.7,lognormal,148.3,0.14,lognormal,165.8,0.11,normal,206.0,19.6
-HUEF.FS.spm.1.D.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,157.0,22.1,normal,158.7,19.5,normal,178.6,19.0,normal,218.3,13.8
-HUEF.FS.spm.1.D.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,19.4,lognormal,139.3,0.14,lognormal,155.0,0.11,normal,195.0,20.7
-HUEF.FS.spm.1.D.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,17.9,normal,127.6,16.2,lognormal,141.3,0.12,lognormal,178.7,0.13
-HUEF.FS.spm.1.D.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,145.5,20.8,lognormal,147.5,0.14,normal,163.8,16.2,normal,205.2,19.5
-HUEF.FS.spm.1.D.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,21.5,normal,154.9,19.6,lognormal,174.7,0.12,normal,214.7,16.9
-HUEF.FS.spm.1.D.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,177.0,30.6,lognormal,194.4,0.16,lognormal,217.4,0.15,lognormal,250.0,0.06
-HUEF.FS.spm.1.D.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,156.2,27.9,normal,168.7,23.4,lognormal,189.2,0.14,normal,249.2,22.0
-HUEF.FS.spm.1.D.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,23.7,normal,155.4,21.8,lognormal,175.8,0.15,normal,221.7,20.6
-HUEF.FS.spm.1.D.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,163.1,28.2,normal,178.0,24.5,normal,200.1,25.3,lognormal,250.0,0.09
-HUEF.FS.spm.1.D.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,172.2,29.8,normal,189.7,27.6,lognormal,213.1,0.15,lognormal,250.0,0.06
-HUEF.FS.spm.1.D.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,20.9,lognormal,152.4,0.14,lognormal,172.4,0.12,normal,214.9,16.2
-HUEF.FS.spm.1.D.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,19.0,normal,133.8,17.5,lognormal,149.7,0.12,lognormal,188.4,0.13
-HUEF.FS.spm.1.D.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,17.0,lognormal,122.9,0.14,lognormal,135.7,0.11,lognormal,170.4,0.12
-HUEF.FS.spm.1.D.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,19.6,lognormal,141.5,0.14,normal,158.2,16.6,normal,199.9,19.8
-HUEF.FS.spm.1.D.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.6,20.0,lognormal,148.3,0.14,normal,166.1,17.4,lognormal,209.1,0.1
-HUEF.H.L.bur.A.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,13.1,normal,126.1,9.3,lognormal,148.5,0.08,lognormal,183.9,0.13
-HUEF.H.L.bur.A.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.4,normal,101.8,9.0,normal,120.7,9.6,lognormal,149.2,0.15
-HUEF.H.L.bur.A.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,11.6,normal,105.3,10.2,lognormal,122.1,0.1,lognormal,158.9,0.1
-HUEF.H.L.bur.A.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,11.3,normal,111.0,9.5,lognormal,129.9,0.08,lognormal,162.2,0.14
-HUEF.H.L.bur.A.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,11.8,normal,120.6,9.9,normal,140.8,10.3,lognormal,177.3,0.15
-HUEF.H.L.bur.A.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.0,18.7,lognormal,157.5,0.13,lognormal,170.9,0.1,normal,211.3,16.4
-HUEF.H.L.bur.A.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,14.9,normal,134.7,14.5,normal,146.3,14.0,lognormal,177.1,0.1
-HUEF.H.L.bur.A.std.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.3,0.15,lognormal,129.0,0.14,normal,140.2,14.7,lognormal,179.9,0.14
-HUEF.H.L.bur.A.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,16.8,lognormal,144.1,0.12,normal,156.2,14.7,lognormal,191.4,0.1
-HUEF.H.L.bur.A.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.2,18.1,normal,152.6,17.8,normal,166.0,16.1,normal,203.1,16.1
-HUEF.H.L.bur.A.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,12.6,normal,126.9,9.7,normal,152.7,12.5,lognormal,186.2,0.15
-HUEF.H.L.bur.A.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.4,normal,102.1,9.2,lognormal,122.6,0.09,lognormal,152.3,0.17
-HUEF.H.L.bur.A.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,11.8,lognormal,107.9,0.11,lognormal,154.1,0.17,normal,215.2,26.4
-HUEF.H.L.bur.A.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,11.3,normal,111.4,9.6,lognormal,132.5,0.09,lognormal,167.5,0.17
-HUEF.H.L.bur.A.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,12.0,normal,121.4,10.1,normal,145.3,12.8,lognormal,177.7,0.14
-HUEF.H.L.bur.A.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,164.7,20.9,lognormal,192.5,0.11,normal,220.6,20.5,lognormal,250.0,0.06
-HUEF.H.L.bur.A.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,17.4,normal,156.4,15.6,lognormal,188.1,0.1,lognormal,250.0,0.09
-HUEF.H.L.bur.A.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,19.5,lognormal,164.2,0.13,lognormal,182.9,0.13,normal,246.3,29.8
-HUEF.H.L.bur.A.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,148.5,17.7,lognormal,169.8,0.11,normal,202.3,21.2,lognormal,250.0,0.06
-HUEF.H.L.bur.A.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,158.4,18.6,lognormal,183.6,0.11,lognormal,220.3,0.13,lognormal,250.0,0.06
-HUEF.H.L.bur.B.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,14.1,lognormal,134.0,0.1,normal,156.1,14.0,normal,198.2,25.5
-HUEF.H.L.bur.B.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,12.8,lognormal,109.6,0.12,lognormal,128.9,0.11,lognormal,165.1,0.17
-HUEF.H.L.bur.B.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.15,lognormal,112.3,0.12,normal,125.7,12.1,normal,158.2,13.8
-HUEF.H.L.bur.B.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,13.3,lognormal,118.8,0.11,normal,139.0,13.6,lognormal,179.4,0.17
-HUEF.H.L.bur.B.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,14.4,normal,128.2,12.5,normal,150.2,14.6,normal,191.1,26.2
-HUEF.H.L.bur.B.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,18.3,normal,156.2,17.7,normal,170.6,16.4,normal,210.4,16.6
-HUEF.H.L.bur.B.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,15.0,normal,133.4,13.9,normal,144.6,14.1,normal,175.8,15.4
-HUEF.H.L.bur.B.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,16.0,lognormal,127.8,0.13,lognormal,139.6,0.11,lognormal,175.0,0.14
-HUEF.H.L.bur.B.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,16.2,normal,142.6,15.5,lognormal,154.8,0.1,normal,192.3,18.3
-HUEF.H.L.bur.B.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.8,18.3,normal,152.2,17.3,lognormal,164.3,0.1,normal,203.4,16.5
-HUEF.H.L.bur.B.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,14.9,lognormal,137.7,0.12,lognormal,177.3,0.16,lognormal,217.5,0.21
-HUEF.H.L.bur.B.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,12.9,normal,110.6,12.7,lognormal,142.9,0.17,lognormal,189.1,0.31
-HUEF.H.L.bur.B.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.0,0.16,lognormal,119.7,0.15,normal,167.3,24.7,normal,219.9,26.9
-HUEF.H.L.bur.B.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,13.8,lognormal,120.6,0.12,lognormal,156.1,0.18,lognormal,196.2,0.25
-HUEF.H.L.bur.B.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,14.8,lognormal,130.0,0.11,lognormal,169.3,0.17,lognormal,206.4,0.22
-HUEF.H.L.bur.B.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,162.8,19.7,lognormal,187.4,0.11,normal,217.3,17.4,normal,217.4,17.3
-HUEF.H.L.bur.B.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,16.1,lognormal,153.0,0.12,lognormal,186.9,0.11,normal,249.2,22.2
-HUEF.H.L.bur.B.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,18.5,lognormal,160.6,0.12,lognormal,180.9,0.12,normal,228.0,18.3
-HUEF.H.L.bur.B.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,146.3,17.8,lognormal,166.1,0.12,normal,199.1,19.1,normal,250.3,19.1
-HUEF.H.L.bur.B.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,157.2,19.5,normal,178.3,17.5,normal,212.9,20.5,normal,213.0,20.5
-HUEF.H.L.bur.C.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,14.5,normal,144.7,14.0,normal,161.6,13.8,normal,206.5,16.1
-HUEF.H.L.bur.C.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,13.3,lognormal,119.1,0.1,normal,135.4,12.2,normal,173.9,16.0
-HUEF.H.L.bur.C.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,14.8,lognormal,120.9,0.12,lognormal,129.9,0.1,lognormal,159.0,0.1
-HUEF.H.L.bur.C.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,14.0,lognormal,128.0,0.1,normal,145.7,13.1,lognormal,187.3,0.09
-HUEF.H.L.bur.C.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,14.0,lognormal,138.0,0.1,normal,155.9,13.5,lognormal,200.8,0.09
-HUEF.H.L.bur.C.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.8,17.4,normal,155.5,16.8,lognormal,170.3,0.1,normal,209.2,16.5
-HUEF.H.L.bur.C.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,14.1,normal,132.5,13.4,lognormal,143.5,0.1,normal,174.3,15.4
-HUEF.H.L.bur.C.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.6,normal,126.7,14.5,lognormal,138.8,0.11,lognormal,170.9,0.13
-HUEF.H.L.bur.C.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,15.5,normal,141.8,14.9,normal,153.7,14.3,lognormal,189.4,0.1
-HUEF.H.L.bur.C.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.8,16.9,lognormal,151.2,0.12,lognormal,164.7,0.1,lognormal,201.5,0.09
-HUEF.H.L.bur.C.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,16.2,lognormal,153.0,0.11,lognormal,195.2,0.11,normal,227.0,18.3
-HUEF.H.L.bur.C.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,14.1,normal,122.6,12.9,normal,156.9,16.9,lognormal,207.4,0.17
-HUEF.H.L.bur.C.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,16.9,lognormal,135.2,0.13,normal,171.5,17.2,normal,217.0,21.3
-HUEF.H.L.bur.C.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,14.3,lognormal,133.2,0.12,lognormal,173.1,0.13,normal,222.6,30.3
-HUEF.H.L.bur.C.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,15.2,lognormal,146.5,0.12,lognormal,185.0,0.11,normal,216.8,16.1
-HUEF.H.L.bur.C.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,160.0,18.2,normal,182.8,17.4,normal,217.8,20.6,normal,217.9,20.7
-HUEF.H.L.bur.C.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,15.9,lognormal,149.1,0.11,lognormal,183.4,0.1,normal,249.5,21.2
-HUEF.H.L.bur.C.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,18.6,lognormal,158.5,0.12,lognormal,179.2,0.12,normal,223.6,17.5
-HUEF.H.L.bur.C.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,17.3,normal,159.7,14.7,normal,197.4,19.6,normal,250.3,19.1
-HUEF.H.L.bur.C.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,154.1,17.8,normal,174.7,17.3,normal,210.2,18.4,normal,210.3,18.2
-HUEF.H.L.bur.D.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,64.8,14.8,lognormal,64.9,0.21,lognormal,75.4,0.15,lognormal,118.7,0.13
-HUEF.H.L.bur.D.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,59.6,16.6,normal,59.7,19.4,normal,72.2,11.4,lognormal,112.6,0.13
-HUEF.H.L.bur.D.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,57.2,17.5,normal,57.3,18.7,normal,70.4,11.7,normal,109.9,12.6
-HUEF.H.L.bur.D.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,61.5,16.3,normal,61.6,18.5,normal,73.7,11.6,lognormal,114.8,0.13
-HUEF.H.L.bur.D.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,63.7,15.3,normal,63.9,18.9,lognormal,74.6,0.15,lognormal,116.8,0.13
-HUEF.H.L.bur.D.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,64.8,14.8,lognormal,64.9,0.21,lognormal,75.4,0.15,lognormal,118.7,0.13
-HUEF.H.L.bur.D.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,59.6,16.6,normal,59.7,19.4,normal,72.2,11.4,lognormal,112.7,0.13
-HUEF.H.L.bur.D.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,57.2,17.5,normal,57.3,18.7,normal,70.4,11.7,lognormal,110.5,0.13
-HUEF.H.L.bur.D.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,61.5,16.3,normal,61.6,18.5,normal,73.7,11.6,lognormal,114.8,0.13
-HUEF.H.L.bur.D.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,63.7,15.3,normal,63.9,18.9,lognormal,74.6,0.15,lognormal,116.8,0.13
-HUEF.H.L.bur.D.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,24.4,normal,207.8,25.6,lognormal,237.6,0.15,lognormal,250.0,0.08
-HUEF.H.L.bur.D.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,154.4,23.6,normal,184.6,21.9,normal,197.9,20.0,normal,226.4,19.1
-HUEF.H.L.bur.D.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.6,0.18,normal,168.4,17.7,lognormal,179.3,0.1,normal,211.6,21.1
-HUEF.H.L.bur.D.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,162.5,24.3,lognormal,197.2,0.14,normal,215.3,26.4,normal,248.7,23.5
-HUEF.H.L.bur.D.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.9,25.7,normal,205.5,25.3,normal,223.5,25.7,lognormal,250.0,0.07
-HUEF.H.L.bur.D.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,24.1,normal,208.3,26.0,normal,230.7,27.4,lognormal,235.6,0.15
-HUEF.H.L.bur.D.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,154.0,0.17,normal,185.3,22.4,lognormal,207.9,0.15,lognormal,250.0,0.06
-HUEF.H.L.bur.D.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.0,0.18,lognormal,172.8,0.14,lognormal,189.5,0.13,lognormal,250.0,0.06
-HUEF.H.L.bur.D.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,162.9,24.6,normal,197.1,25.5,normal,216.0,26.0,lognormal,250.0,0.06
-HUEF.H.L.bur.D.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.9,25.6,normal,205.6,25.0,normal,224.8,26.3,normal,224.9,26.3
-HUEF.H.L.spm.A.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,64.3,15.2,normal,64.4,18.9,lognormal,75.1,0.15,lognormal,118.3,0.13
-HUEF.H.L.spm.A.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,59.3,16.7,normal,59.4,19.2,normal,71.9,11.6,lognormal,112.7,0.13
-HUEF.H.L.spm.A.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,56.6,17.6,normal,57.3,17.5,normal,70.1,11.9,lognormal,109.8,0.13
-HUEF.H.L.spm.A.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,61.2,16.2,normal,61.3,18.3,normal,73.3,11.4,lognormal,114.7,0.13
-HUEF.H.L.spm.A.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,63.1,15.5,normal,63.2,18.5,lognormal,74.1,0.15,lognormal,116.7,0.13
-HUEF.H.L.spm.A.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,64.1,15.5,normal,64.2,18.7,lognormal,75.1,0.15,lognormal,118.4,0.13
-HUEF.H.L.spm.A.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,58.9,17.2,normal,59.0,19.0,normal,71.9,11.5,lognormal,112.8,0.13
-HUEF.H.L.spm.A.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,56.6,17.7,normal,57.2,17.4,normal,70.1,11.9,lognormal,110.0,0.13
-HUEF.H.L.spm.A.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,61.3,16.3,normal,61.4,18.3,normal,73.3,11.4,lognormal,114.5,0.12
-HUEF.H.L.spm.A.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,63.3,15.4,normal,63.4,18.5,lognormal,74.3,0.15,normal,116.6,13.3
-HUEF.H.L.spm.A.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,74.1,13.2,lognormal,84.9,0.16,lognormal,100.0,0.16,normal,156.8,13.8
-HUEF.H.L.spm.A.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,69.9,13.4,normal,80.9,11.8,lognormal,95.2,0.16,normal,143.9,12.8
-HUEF.H.L.spm.A.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,68.2,13.9,normal,79.5,12.2,lognormal,93.0,0.16,lognormal,138.2,0.1
-HUEF.H.L.spm.A.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,71.6,13.3,lognormal,82.3,0.16,lognormal,96.7,0.16,normal,148.8,13.1
-HUEF.H.L.spm.A.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,73.1,13.4,lognormal,84.0,0.16,lognormal,98.7,0.16,normal,154.4,13.7
-HUEF.H.L.spm.A.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,74.2,13.2,lognormal,84.8,0.16,lognormal,99.7,0.16,lognormal,169.3,0.12
-HUEF.H.L.spm.A.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,70.5,13.6,lognormal,80.9,0.16,lognormal,95.3,0.16,lognormal,160.9,0.12
-HUEF.H.L.spm.A.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,68.3,14.4,lognormal,79.1,0.16,lognormal,93.1,0.16,lognormal,158.2,0.12
-HUEF.H.L.spm.A.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,71.7,13.7,lognormal,82.4,0.16,lognormal,96.9,0.16,normal,163.8,17.5
-HUEF.H.L.spm.A.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,73.3,13.4,lognormal,84.0,0.16,lognormal,98.6,0.16,lognormal,167.3,0.12
-HUEF.H.L.spm.B.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,64.2,15.2,normal,64.3,18.9,lognormal,75.1,0.15,lognormal,118.3,0.13
-HUEF.H.L.spm.B.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,59.2,16.7,normal,59.3,19.1,normal,71.9,11.5,lognormal,112.6,0.13
-HUEF.H.L.spm.B.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,56.2,17.9,normal,56.8,17.7,normal,70.3,11.9,normal,109.8,12.7
-HUEF.H.L.spm.B.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,61.2,16.1,normal,61.3,18.3,normal,73.2,11.5,lognormal,114.5,0.13
-HUEF.H.L.spm.B.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,63.3,15.4,normal,63.4,18.5,lognormal,74.3,0.15,lognormal,116.3,0.12
-HUEF.H.L.spm.B.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,64.4,15.1,lognormal,64.5,0.21,lognormal,75.0,0.15,lognormal,118.5,0.13
-HUEF.H.L.spm.B.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,59.2,16.9,normal,59.3,19.1,normal,71.9,11.6,lognormal,112.6,0.13
-HUEF.H.L.spm.B.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,56.5,17.9,normal,57.1,17.6,normal,70.3,11.8,lognormal,110.0,0.13
-HUEF.H.L.spm.B.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,61.4,16.1,normal,61.5,18.3,normal,73.3,11.4,lognormal,114.6,0.13
-HUEF.H.L.spm.B.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,63.3,15.3,normal,63.4,18.5,lognormal,74.2,0.15,lognormal,116.5,0.13
-HUEF.H.L.spm.B.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,74.0,13.5,lognormal,85.0,0.16,lognormal,99.6,0.16,lognormal,157.0,0.09
-HUEF.H.L.spm.B.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,70.0,13.8,lognormal,80.6,0.15,lognormal,95.0,0.16,lognormal,144.6,0.1
-HUEF.H.L.spm.B.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,68.4,14.0,lognormal,79.1,0.16,lognormal,93.1,0.16,lognormal,137.7,0.1
-HUEF.H.L.spm.B.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,71.7,13.6,lognormal,82.4,0.16,lognormal,97.1,0.16,lognormal,149.7,0.1
-HUEF.H.L.spm.B.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,73.2,13.5,lognormal,84.0,0.16,lognormal,98.5,0.16,lognormal,153.7,0.09
-HUEF.H.L.spm.B.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,74.2,13.4,lognormal,84.9,0.16,lognormal,99.8,0.16,lognormal,167.9,0.11
-HUEF.H.L.spm.B.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,70.3,14.0,lognormal,81.0,0.16,lognormal,95.1,0.16,lognormal,161.8,0.12
-HUEF.H.L.spm.B.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,68.4,14.4,lognormal,79.2,0.16,lognormal,93.0,0.16,normal,157.2,16.3
-HUEF.H.L.spm.B.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,71.9,13.6,lognormal,82.5,0.16,lognormal,96.9,0.16,lognormal,164.3,0.12
-HUEF.H.L.spm.B.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,73.3,13.5,lognormal,84.0,0.16,lognormal,98.5,0.16,lognormal,167.1,0.12
-HUEF.H.L.spm.C.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,64.3,15.1,normal,64.4,18.9,lognormal,75.1,0.15,lognormal,118.3,0.13
-HUEF.H.L.spm.C.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,59.2,16.9,normal,59.3,19.2,normal,72.0,11.7,lognormal,112.7,0.13
-HUEF.H.L.spm.C.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,56.4,17.9,normal,57.0,17.6,normal,70.3,11.9,lognormal,109.9,0.13
-HUEF.H.L.spm.C.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,61.4,16.1,normal,61.5,18.3,normal,73.3,11.4,lognormal,114.6,0.13
-HUEF.H.L.spm.C.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,63.3,15.4,normal,63.4,18.5,lognormal,74.2,0.15,lognormal,116.1,0.12
-HUEF.H.L.spm.C.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,64.4,14.9,lognormal,64.5,0.21,lognormal,75.1,0.15,lognormal,118.5,0.13
-HUEF.H.L.spm.C.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,59.2,16.9,normal,59.3,19.1,normal,71.9,11.5,lognormal,112.1,0.12
-HUEF.H.L.spm.C.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,56.5,17.8,normal,57.1,17.6,normal,70.2,11.8,lognormal,110.2,0.13
-HUEF.H.L.spm.C.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,61.2,16.2,normal,61.3,18.3,normal,73.2,11.4,normal,114.6,13.2
-HUEF.H.L.spm.C.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,63.0,15.8,normal,63.1,18.5,lognormal,74.2,0.15,lognormal,116.6,0.12
-HUEF.H.L.spm.C.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,74.1,13.3,lognormal,84.9,0.16,lognormal,99.7,0.16,normal,157.1,14.0
-HUEF.H.L.spm.C.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,70.1,14.0,lognormal,80.9,0.16,lognormal,95.0,0.16,normal,144.2,12.8
-HUEF.H.L.spm.C.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,68.5,13.9,lognormal,79.2,0.16,lognormal,93.0,0.16,lognormal,137.5,0.1
-HUEF.H.L.spm.C.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,71.9,13.5,lognormal,82.5,0.16,lognormal,96.7,0.16,normal,149.4,13.1
-HUEF.H.L.spm.C.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,73.3,13.4,lognormal,84.0,0.16,lognormal,98.6,0.16,normal,154.2,13.8
-HUEF.H.L.spm.C.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,74.1,13.3,lognormal,85.0,0.16,lognormal,100.1,0.16,lognormal,168.3,0.11
-HUEF.H.L.spm.C.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,70.3,14.1,lognormal,81.0,0.16,lognormal,95.3,0.16,normal,160.8,17.0
-HUEF.H.L.spm.C.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,68.5,14.4,lognormal,79.2,0.16,lognormal,92.9,0.16,lognormal,158.0,0.12
-HUEF.H.L.spm.C.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,71.8,13.7,lognormal,82.5,0.16,lognormal,96.9,0.16,lognormal,164.1,0.12
-HUEF.H.L.spm.C.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,73.2,13.4,lognormal,84.0,0.16,lognormal,98.7,0.16,lognormal,165.8,0.11
-HUEF.H.L.spm.D.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,64.4,15.0,normal,64.5,18.8,lognormal,75.1,0.15,lognormal,118.4,0.13
-HUEF.H.L.spm.D.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,59.0,17.2,normal,59.1,19.1,normal,71.9,11.5,lognormal,112.7,0.13
-HUEF.H.L.spm.D.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,56.2,18.0,normal,56.9,17.8,normal,70.2,11.9,lognormal,109.9,0.12
-HUEF.H.L.spm.D.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,61.1,16.3,normal,61.2,18.3,normal,73.3,11.4,lognormal,114.5,0.13
-HUEF.H.L.spm.D.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,63.3,15.4,normal,63.4,18.5,lognormal,74.3,0.15,lognormal,116.2,0.12
-HUEF.H.L.spm.D.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,64.4,15.0,normal,64.5,18.8,lognormal,75.1,0.15,lognormal,118.4,0.13
-HUEF.H.L.spm.D.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,59.0,17.2,normal,59.1,19.1,normal,71.9,11.5,lognormal,112.8,0.13
-HUEF.H.L.spm.D.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,56.2,18.0,normal,56.9,17.8,normal,70.2,11.9,lognormal,110.3,0.13
-HUEF.H.L.spm.D.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,61.1,16.3,normal,61.2,18.3,normal,73.3,11.4,lognormal,114.6,0.13
-HUEF.H.L.spm.D.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,63.3,15.4,normal,63.4,18.5,lognormal,74.3,0.15,lognormal,116.2,0.12
-HUEF.H.L.spm.D.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,74.0,13.5,lognormal,84.9,0.16,lognormal,99.9,0.16,normal,157.6,14.2
-HUEF.H.L.spm.D.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,70.3,13.7,lognormal,81.0,0.16,lognormal,95.0,0.16,normal,143.9,12.8
-HUEF.H.L.spm.D.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,68.3,14.5,lognormal,79.2,0.16,lognormal,93.1,0.16,lognormal,138.0,0.1
-HUEF.H.L.spm.D.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,71.8,13.7,lognormal,82.6,0.16,lognormal,97.0,0.16,lognormal,149.8,0.1
-HUEF.H.L.spm.D.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,73.4,13.5,lognormal,84.1,0.16,lognormal,98.8,0.16,lognormal,154.7,0.1
-HUEF.H.L.spm.D.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,74.0,13.5,lognormal,84.9,0.16,lognormal,99.9,0.16,normal,169.2,17.9
-HUEF.H.L.spm.D.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,70.4,13.8,lognormal,81.1,0.16,lognormal,95.1,0.16,lognormal,160.6,0.11
-HUEF.H.L.spm.D.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,68.4,14.4,lognormal,79.2,0.16,lognormal,93.2,0.16,lognormal,157.8,0.12
-HUEF.H.L.spm.D.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,71.7,13.7,lognormal,82.5,0.16,lognormal,96.9,0.16,lognormal,164.5,0.12
-HUEF.H.L.spm.D.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,73.4,13.5,lognormal,84.1,0.16,lognormal,98.8,0.16,lognormal,167.5,0.12
-HUEF.H.M.bur.A.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,13.1,normal,126.1,9.3,lognormal,148.5,0.08,lognormal,183.9,0.13
-HUEF.H.M.bur.A.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.4,normal,101.8,9.0,normal,120.7,9.6,lognormal,149.2,0.15
-HUEF.H.M.bur.A.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,11.6,normal,105.3,10.2,lognormal,122.1,0.1,lognormal,158.9,0.1
-HUEF.H.M.bur.A.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,11.3,normal,111.0,9.5,lognormal,129.9,0.08,lognormal,162.2,0.14
-HUEF.H.M.bur.A.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,11.8,normal,120.6,9.9,normal,140.8,10.3,lognormal,177.3,0.15
-HUEF.H.M.bur.A.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.0,18.7,lognormal,157.5,0.13,lognormal,170.9,0.1,normal,211.3,16.4
-HUEF.H.M.bur.A.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,14.9,normal,134.7,14.5,normal,146.3,14.0,lognormal,177.1,0.1
-HUEF.H.M.bur.A.std.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.3,0.15,lognormal,129.0,0.14,normal,140.2,14.7,lognormal,179.9,0.14
-HUEF.H.M.bur.A.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,16.8,lognormal,144.1,0.12,normal,156.2,14.7,lognormal,191.4,0.1
-HUEF.H.M.bur.A.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.2,18.1,normal,152.6,17.8,normal,166.0,16.1,normal,203.1,16.1
-HUEF.H.M.bur.A.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,12.6,normal,126.9,9.7,normal,152.7,12.5,lognormal,186.2,0.15
-HUEF.H.M.bur.A.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.4,normal,102.1,9.2,lognormal,122.6,0.09,lognormal,152.3,0.17
-HUEF.H.M.bur.A.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,11.8,lognormal,107.9,0.11,lognormal,154.1,0.17,normal,215.2,26.4
-HUEF.H.M.bur.A.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,11.3,normal,111.4,9.6,lognormal,132.5,0.09,lognormal,167.5,0.17
-HUEF.H.M.bur.A.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,12.0,normal,121.4,10.1,normal,145.3,12.8,lognormal,177.7,0.14
-HUEF.H.M.bur.A.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,164.7,20.9,lognormal,192.5,0.11,normal,220.6,20.5,lognormal,250.0,0.06
-HUEF.H.M.bur.A.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,17.4,normal,156.4,15.6,lognormal,188.1,0.1,lognormal,250.0,0.09
-HUEF.H.M.bur.A.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,19.5,lognormal,164.2,0.13,lognormal,182.9,0.13,normal,246.3,29.8
-HUEF.H.M.bur.A.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,148.5,17.7,lognormal,169.8,0.11,normal,202.3,21.2,lognormal,250.0,0.06
-HUEF.H.M.bur.A.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,158.4,18.6,lognormal,183.6,0.11,lognormal,220.3,0.13,lognormal,250.0,0.06
-HUEF.H.M.bur.B.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,14.1,lognormal,134.0,0.1,normal,156.1,14.0,normal,198.2,25.5
-HUEF.H.M.bur.B.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,12.8,lognormal,109.6,0.12,lognormal,128.9,0.11,lognormal,165.1,0.17
-HUEF.H.M.bur.B.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.15,lognormal,112.3,0.12,normal,125.7,12.1,normal,158.2,13.8
-HUEF.H.M.bur.B.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,13.3,lognormal,118.8,0.11,normal,139.0,13.6,lognormal,179.4,0.17
-HUEF.H.M.bur.B.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,14.4,normal,128.2,12.5,normal,150.2,14.6,normal,191.1,26.2
-HUEF.H.M.bur.B.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,18.3,normal,156.2,17.7,normal,170.6,16.4,normal,210.4,16.6
-HUEF.H.M.bur.B.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,15.0,normal,133.4,13.9,normal,144.6,14.1,normal,175.8,15.4
-HUEF.H.M.bur.B.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,16.0,lognormal,127.8,0.13,lognormal,139.6,0.11,lognormal,175.0,0.14
-HUEF.H.M.bur.B.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,16.2,normal,142.6,15.5,lognormal,154.8,0.1,normal,192.3,18.3
-HUEF.H.M.bur.B.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.8,18.3,normal,152.2,17.3,lognormal,164.3,0.1,normal,203.4,16.5
-HUEF.H.M.bur.B.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,14.9,lognormal,137.7,0.12,lognormal,177.3,0.16,lognormal,217.5,0.21
-HUEF.H.M.bur.B.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,12.9,normal,110.6,12.7,lognormal,142.9,0.17,lognormal,189.1,0.31
-HUEF.H.M.bur.B.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.0,0.16,lognormal,119.7,0.15,normal,167.3,24.7,normal,219.9,26.9
-HUEF.H.M.bur.B.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,13.8,lognormal,120.6,0.12,lognormal,156.1,0.18,lognormal,196.2,0.25
-HUEF.H.M.bur.B.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,14.8,lognormal,130.0,0.11,lognormal,169.3,0.17,lognormal,206.4,0.22
-HUEF.H.M.bur.B.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,162.8,19.7,lognormal,187.4,0.11,normal,217.3,17.4,normal,217.4,17.3
-HUEF.H.M.bur.B.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,16.1,lognormal,153.0,0.12,lognormal,186.9,0.11,normal,249.2,22.2
-HUEF.H.M.bur.B.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,18.5,lognormal,160.6,0.12,lognormal,180.9,0.12,normal,228.0,18.3
-HUEF.H.M.bur.B.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,146.3,17.8,lognormal,166.1,0.12,normal,199.1,19.1,normal,250.3,19.1
-HUEF.H.M.bur.B.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,157.2,19.5,normal,178.3,17.5,normal,212.9,20.5,normal,213.0,20.5
-HUEF.H.M.bur.C.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,14.5,normal,144.7,14.0,normal,161.6,13.8,normal,206.5,16.1
-HUEF.H.M.bur.C.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,13.3,lognormal,119.1,0.1,normal,135.4,12.2,normal,173.9,16.0
-HUEF.H.M.bur.C.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,14.8,lognormal,120.9,0.12,lognormal,129.9,0.1,lognormal,159.0,0.1
-HUEF.H.M.bur.C.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,14.0,lognormal,128.0,0.1,normal,145.7,13.1,lognormal,187.3,0.09
-HUEF.H.M.bur.C.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,14.0,lognormal,138.0,0.1,normal,155.9,13.5,lognormal,200.8,0.09
-HUEF.H.M.bur.C.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.8,17.4,normal,155.5,16.8,lognormal,170.3,0.1,normal,209.2,16.5
-HUEF.H.M.bur.C.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,14.1,normal,132.5,13.4,lognormal,143.5,0.1,normal,174.3,15.4
-HUEF.H.M.bur.C.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.6,normal,126.7,14.5,lognormal,138.8,0.11,lognormal,170.9,0.13
-HUEF.H.M.bur.C.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,15.5,normal,141.8,14.9,normal,153.7,14.3,lognormal,189.4,0.1
-HUEF.H.M.bur.C.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.8,16.9,lognormal,151.2,0.12,lognormal,164.7,0.1,lognormal,201.5,0.09
-HUEF.H.M.bur.C.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,16.2,lognormal,153.0,0.11,lognormal,195.2,0.11,normal,227.0,18.3
-HUEF.H.M.bur.C.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,14.1,normal,122.6,12.9,normal,156.9,16.9,lognormal,207.4,0.17
-HUEF.H.M.bur.C.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,16.9,lognormal,135.2,0.13,normal,171.5,17.2,normal,217.0,21.3
-HUEF.H.M.bur.C.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,14.3,lognormal,133.2,0.12,lognormal,173.1,0.13,normal,222.6,30.3
-HUEF.H.M.bur.C.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,15.2,lognormal,146.5,0.12,lognormal,185.0,0.11,normal,216.8,16.1
-HUEF.H.M.bur.C.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,160.0,18.2,normal,182.8,17.4,normal,217.8,20.6,normal,217.9,20.7
-HUEF.H.M.bur.C.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,15.9,lognormal,149.1,0.11,lognormal,183.4,0.1,normal,249.5,21.2
-HUEF.H.M.bur.C.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,18.6,lognormal,158.5,0.12,lognormal,179.2,0.12,normal,223.6,17.5
-HUEF.H.M.bur.C.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,17.3,normal,159.7,14.7,normal,197.4,19.6,normal,250.3,19.1
-HUEF.H.M.bur.C.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,154.1,17.8,normal,174.7,17.3,normal,210.2,18.4,normal,210.3,18.2
-HUEF.H.M.bur.D.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,157.4,0.14,lognormal,158.9,0.13,lognormal,176.3,0.12,normal,248.3,24.5
-HUEF.H.M.bur.D.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,18.4,lognormal,140.5,0.14,lognormal,155.1,0.12,normal,204.2,16.5
-HUEF.H.M.bur.D.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.9,0.15,lognormal,129.5,0.14,lognormal,143.8,0.12,lognormal,181.0,0.08
-HUEF.H.M.bur.D.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,19.1,lognormal,147.6,0.14,lognormal,163.2,0.12,normal,220.5,18.2
-HUEF.H.M.bur.D.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,20.0,normal,154.6,19.1,lognormal,170.4,0.12,normal,234.7,20.4
-HUEF.H.M.bur.D.std.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,157.4,0.14,lognormal,158.9,0.13,lognormal,176.3,0.12,lognormal,250.0,0.11
-HUEF.H.M.bur.D.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,18.4,lognormal,140.5,0.14,lognormal,155.1,0.12,lognormal,215.1,0.1
-HUEF.H.M.bur.D.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,17.1,lognormal,129.4,0.14,lognormal,143.8,0.12,lognormal,200.9,0.1
-HUEF.H.M.bur.D.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,19.1,lognormal,147.6,0.14,lognormal,163.2,0.12,normal,225.7,18.4
-HUEF.H.M.bur.D.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,20.0,normal,154.6,19.1,lognormal,170.4,0.12,normal,248.2,24.7
-HUEF.H.M.bur.D.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,24.4,normal,207.8,25.6,lognormal,237.6,0.15,lognormal,250.0,0.08
-HUEF.H.M.bur.D.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,154.4,23.6,normal,184.6,21.9,normal,197.9,20.0,normal,226.4,19.1
-HUEF.H.M.bur.D.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.6,0.18,normal,168.4,17.7,lognormal,179.3,0.1,normal,211.6,21.1
-HUEF.H.M.bur.D.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,162.5,24.3,lognormal,197.2,0.14,normal,215.3,26.4,normal,248.7,23.5
-HUEF.H.M.bur.D.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.9,25.7,normal,205.5,25.3,normal,223.5,25.7,lognormal,250.0,0.07
-HUEF.H.M.bur.D.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,24.1,normal,208.3,26.0,normal,230.7,27.4,lognormal,235.6,0.15
-HUEF.H.M.bur.D.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,154.0,0.17,normal,185.3,22.4,lognormal,207.9,0.15,lognormal,250.0,0.06
-HUEF.H.M.bur.D.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.0,0.18,lognormal,172.8,0.14,lognormal,189.5,0.13,lognormal,250.0,0.06
-HUEF.H.M.bur.D.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,162.9,24.6,normal,197.1,25.5,normal,216.0,26.0,lognormal,250.0,0.06
-HUEF.H.M.bur.D.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.9,25.6,normal,205.6,25.0,normal,224.8,26.3,normal,224.9,26.3
-HUEF.H.M.spm.A.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,12.7,normal,126.0,9.0,lognormal,147.6,0.08,lognormal,183.3,0.13
-HUEF.H.M.spm.A.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.3,normal,102.0,9.1,normal,120.2,9.6,lognormal,149.8,0.15
-HUEF.H.M.spm.A.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,11.7,normal,105.0,10.0,lognormal,121.5,0.1,normal,156.1,14.2
-HUEF.H.M.spm.A.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,11.3,normal,110.9,9.5,normal,129.3,9.6,lognormal,159.6,0.13
-HUEF.H.M.spm.A.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,11.6,normal,120.6,9.8,normal,140.0,10.1,lognormal,174.5,0.13
-HUEF.H.M.spm.A.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.2,19.1,normal,157.0,18.1,lognormal,170.3,0.11,lognormal,208.1,0.08
-HUEF.H.M.spm.A.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,15.4,normal,134.9,14.6,normal,145.3,13.9,lognormal,174.7,0.1
-HUEF.H.M.spm.A.std.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.4,0.15,lognormal,128.5,0.14,lognormal,140.3,0.12,normal,180.4,23.7
-HUEF.H.M.spm.A.std.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.6,0.14,lognormal,145.4,0.13,lognormal,155.4,0.1,normal,188.8,17.0
-HUEF.H.M.spm.A.std.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.6,0.14,lognormal,153.0,0.13,lognormal,164.5,0.1,lognormal,202.8,0.09
-HUEF.H.M.spm.A.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,12.6,normal,126.9,9.7,normal,152.7,12.5,lognormal,186.2,0.14
-HUEF.H.M.spm.A.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.5,normal,102.2,9.1,lognormal,122.3,0.09,lognormal,152.2,0.17
-HUEF.H.M.spm.A.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,11.8,lognormal,107.9,0.11,lognormal,151.1,0.16,normal,219.4,31.7
-HUEF.H.M.spm.A.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,11.2,normal,111.5,9.7,lognormal,132.6,0.09,lognormal,165.8,0.17
-HUEF.H.M.spm.A.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,11.9,normal,121.4,10.1,normal,145.3,12.8,lognormal,177.7,0.14
-HUEF.H.M.spm.A.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,159.3,20.2,normal,186.1,21.0,normal,211.1,25.1,lognormal,250.0,0.06
-HUEF.H.M.spm.A.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,17.3,normal,154.3,15.8,normal,181.6,20.2,lognormal,250.0,0.08
-HUEF.H.M.spm.A.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,19.9,lognormal,157.7,0.14,normal,170.7,20.1,normal,246.4,29.4
-HUEF.H.M.spm.A.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,18.2,normal,166.0,17.5,lognormal,195.5,0.14,lognormal,250.0,0.06
-HUEF.H.M.spm.A.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,154.6,19.8,normal,177.9,18.8,lognormal,208.4,0.15,lognormal,250.0,0.06
-HUEF.H.M.spm.B.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,14.3,lognormal,134.3,0.1,lognormal,155.0,0.1,normal,195.8,23.2
-HUEF.H.M.spm.B.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,13.0,lognormal,109.7,0.12,normal,128.0,12.6,lognormal,162.9,0.17
-HUEF.H.M.spm.B.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.1,lognormal,112.1,0.12,normal,125.2,12.2,normal,158.2,15.4
-HUEF.H.M.spm.B.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,13.6,lognormal,118.6,0.11,lognormal,138.7,0.11,lognormal,176.0,0.15
-HUEF.H.M.spm.B.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,14.3,lognormal,128.2,0.1,lognormal,148.8,0.1,lognormal,190.6,0.15
-HUEF.H.M.spm.B.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.2,19.4,normal,156.6,18.2,lognormal,169.7,0.11,lognormal,210.5,0.09
-HUEF.H.M.spm.B.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,14.7,lognormal,132.9,0.11,lognormal,143.8,0.1,lognormal,174.9,0.1
-HUEF.H.M.spm.B.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,16.4,lognormal,127.7,0.13,lognormal,139.2,0.12,lognormal,175.2,0.14
-HUEF.H.M.spm.B.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,16.6,normal,143.1,15.5,lognormal,154.1,0.1,lognormal,188.3,0.1
-HUEF.H.M.spm.B.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.6,17.4,lognormal,151.4,0.12,normal,163.9,16.3,lognormal,205.0,0.1
-HUEF.H.M.spm.B.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,14.5,lognormal,137.6,0.12,lognormal,175.1,0.16,lognormal,217.5,0.21
-HUEF.H.M.spm.B.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.1,12.9,lognormal,110.8,0.13,lognormal,142.6,0.17,lognormal,190.6,0.32
-HUEF.H.M.spm.B.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.7,lognormal,119.5,0.15,normal,160.4,21.0,normal,216.0,24.5
-HUEF.H.M.spm.B.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,13.7,lognormal,120.3,0.12,lognormal,154.9,0.17,lognormal,199.5,0.26
-HUEF.H.M.spm.B.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,14.6,lognormal,130.0,0.11,lognormal,167.4,0.16,lognormal,206.4,0.22
-HUEF.H.M.spm.B.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,158.3,20.1,normal,182.2,19.0,normal,209.4,24.0,lognormal,210.6,0.13
-HUEF.H.M.spm.B.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,16.1,normal,150.7,15.9,lognormal,179.6,0.13,lognormal,250.0,0.09
-HUEF.H.M.spm.B.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.7,lognormal,154.9,0.13,normal,169.6,19.5,normal,222.8,16.4
-HUEF.H.M.spm.B.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,17.3,lognormal,162.8,0.11,normal,192.7,23.1,normal,250.3,19.3
-HUEF.H.M.spm.B.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,153.6,19.9,normal,174.7,18.3,lognormal,205.4,0.14,lognormal,205.5,0.14
-HUEF.H.M.spm.C.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,14.9,lognormal,144.5,0.1,normal,161.1,14.3,normal,204.7,16.2
-HUEF.H.M.spm.C.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,13.7,normal,119.2,11.9,normal,134.6,12.1,lognormal,172.4,0.1
-HUEF.H.M.spm.C.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,14.7,lognormal,120.3,0.12,normal,129.6,12.6,lognormal,158.1,0.1
-HUEF.H.M.spm.C.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.8,0.13,lognormal,127.9,0.1,lognormal,145.1,0.1,normal,185.2,16.3
-HUEF.H.M.spm.C.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,14.8,lognormal,138.3,0.1,normal,155.0,13.9,normal,199.0,17.7
-HUEF.H.M.spm.C.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.7,18.7,normal,155.5,17.9,normal,168.4,15.9,lognormal,210.7,0.1
-HUEF.H.M.spm.C.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,14.8,lognormal,132.3,0.11,lognormal,142.7,0.1,lognormal,173.4,0.1
-HUEF.H.M.spm.C.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,16.2,normal,126.6,14.6,lognormal,137.4,0.11,lognormal,170.0,0.14
-HUEF.H.M.spm.C.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.1,normal,141.8,15.1,normal,152.8,13.7,lognormal,185.7,0.09
-HUEF.H.M.spm.C.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,16.8,lognormal,150.5,0.12,lognormal,162.7,0.1,normal,200.4,16.1
-HUEF.H.M.spm.C.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,15.9,lognormal,152.7,0.11,normal,190.9,20.2,normal,223.7,16.4
-HUEF.H.M.spm.C.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,13.8,normal,122.5,12.8,normal,155.3,16.6,lognormal,207.6,0.17
-HUEF.H.M.spm.C.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,16.5,normal,133.3,15.4,normal,166.8,18.9,normal,219.5,22.2
-HUEF.H.M.spm.C.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,14.3,lognormal,133.0,0.11,lognormal,169.7,0.12,normal,222.6,30.3
-HUEF.H.M.spm.C.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,14.9,lognormal,146.0,0.12,normal,180.3,16.9,normal,216.8,16.1
-HUEF.H.M.spm.C.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,156.7,19.4,normal,178.2,17.4,normal,209.3,25.6,lognormal,210.8,0.14
-HUEF.H.M.spm.C.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,15.3,lognormal,147.4,0.11,normal,178.0,18.0,lognormal,250.0,0.1
-HUEF.H.M.spm.C.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,18.6,lognormal,153.3,0.13,lognormal,170.0,0.13,normal,229.9,20.8
-HUEF.H.M.spm.C.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,17.0,normal,158.4,15.3,normal,191.0,22.2,lognormal,250.0,0.09
-HUEF.H.M.spm.C.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,151.2,18.8,normal,171.4,17.2,normal,203.1,23.8,lognormal,203.8,0.13
-HUEF.H.M.spm.D.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,20.6,normal,158.5,19.6,lognormal,174.8,0.12,normal,248.1,24.8
-HUEF.H.M.spm.D.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,18.0,lognormal,139.1,0.13,lognormal,154.1,0.12,lognormal,203.7,0.09
-HUEF.H.M.spm.D.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.7,0.15,lognormal,129.2,0.14,lognormal,143.4,0.13,lognormal,180.9,0.08
-HUEF.H.M.spm.D.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.5,19.1,normal,146.5,17.9,normal,161.0,17.1,normal,219.6,17.7
-HUEF.H.M.spm.D.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,20.0,normal,154.2,18.8,lognormal,169.2,0.12,lognormal,235.0,0.1
-HUEF.H.M.spm.D.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,20.6,normal,158.5,19.6,lognormal,174.8,0.12,lognormal,250.0,0.11
-HUEF.H.M.spm.D.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,18.0,lognormal,139.1,0.13,lognormal,154.1,0.12,normal,213.3,19.3
-HUEF.H.M.spm.D.std.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.6,0.15,lognormal,129.2,0.14,lognormal,143.4,0.13,normal,199.5,17.6
-HUEF.H.M.spm.D.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.5,19.1,normal,146.5,17.9,normal,161.0,17.1,normal,223.4,17.0
-HUEF.H.M.spm.D.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,20.0,normal,154.2,18.8,lognormal,169.2,0.12,lognormal,250.0,0.12
-HUEF.H.M.spm.D.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.5,24.4,lognormal,198.8,0.16,normal,210.2,26.3,lognormal,250.0,0.08
-HUEF.H.M.spm.D.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.3,23.1,lognormal,175.1,0.15,lognormal,186.6,0.14,normal,226.4,19.1
-HUEF.H.M.spm.D.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.7,0.18,normal,161.0,20.8,normal,169.9,19.2,normal,211.5,20.9
-HUEF.H.M.spm.D.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,24.0,lognormal,183.6,0.15,lognormal,197.9,0.15,normal,248.7,23.5
-HUEF.H.M.spm.D.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,163.6,25.6,lognormal,195.1,0.15,normal,208.3,28.1,lognormal,250.0,0.07
-HUEF.H.M.spm.D.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,24.3,lognormal,198.8,0.16,normal,209.7,25.7,lognormal,211.2,0.14
-HUEF.H.M.spm.D.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.6,0.17,lognormal,175.0,0.15,lognormal,188.1,0.15,lognormal,250.0,0.06
-HUEF.H.M.spm.D.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.8,0.18,normal,161.7,21.5,lognormal,173.6,0.15,lognormal,250.0,0.06
-HUEF.H.M.spm.D.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.4,24.2,lognormal,184.6,0.15,lognormal,199.0,0.15,lognormal,250.0,0.06
-HUEF.H.M.spm.D.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,163.7,25.8,lognormal,194.7,0.15,normal,208.5,28.0,lognormal,210.1,0.15
-HUEF.H.S.bur.A.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,13.1,normal,126.1,9.3,lognormal,148.5,0.08,lognormal,183.9,0.13
-HUEF.H.S.bur.A.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.4,normal,101.8,9.0,normal,120.7,9.6,lognormal,149.2,0.15
-HUEF.H.S.bur.A.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,11.6,normal,105.3,10.2,lognormal,122.1,0.1,lognormal,158.9,0.1
-HUEF.H.S.bur.A.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,11.3,normal,111.0,9.5,lognormal,129.9,0.08,lognormal,162.2,0.14
-HUEF.H.S.bur.A.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,11.8,normal,120.6,9.9,normal,140.8,10.3,lognormal,177.3,0.15
-HUEF.H.S.bur.A.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.0,18.7,lognormal,157.5,0.13,lognormal,170.9,0.1,normal,211.3,16.4
-HUEF.H.S.bur.A.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,14.9,normal,134.7,14.5,normal,146.3,14.0,lognormal,177.1,0.1
-HUEF.H.S.bur.A.std.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.3,0.15,lognormal,129.0,0.14,normal,140.2,14.7,lognormal,179.9,0.14
-HUEF.H.S.bur.A.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,16.8,lognormal,144.1,0.12,normal,156.2,14.7,lognormal,191.4,0.1
-HUEF.H.S.bur.A.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.2,18.1,normal,152.6,17.8,normal,166.0,16.1,normal,203.1,16.1
-HUEF.H.S.bur.A.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,12.6,normal,126.9,9.7,normal,152.7,12.5,lognormal,186.2,0.15
-HUEF.H.S.bur.A.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.4,normal,102.1,9.2,lognormal,122.6,0.09,lognormal,152.3,0.17
-HUEF.H.S.bur.A.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,11.8,lognormal,107.9,0.11,lognormal,154.1,0.17,normal,215.2,26.4
-HUEF.H.S.bur.A.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,11.3,normal,111.4,9.6,lognormal,132.5,0.09,lognormal,167.5,0.17
-HUEF.H.S.bur.A.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,12.0,normal,121.4,10.1,normal,145.3,12.8,lognormal,177.7,0.14
-HUEF.H.S.bur.A.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,164.7,20.9,lognormal,192.5,0.11,normal,220.6,20.5,lognormal,250.0,0.06
-HUEF.H.S.bur.A.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,17.4,normal,156.4,15.6,lognormal,188.1,0.1,lognormal,250.0,0.09
-HUEF.H.S.bur.A.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,19.5,lognormal,164.2,0.13,lognormal,182.9,0.13,normal,246.3,29.8
-HUEF.H.S.bur.A.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,148.5,17.7,lognormal,169.8,0.11,normal,202.3,21.2,lognormal,250.0,0.06
-HUEF.H.S.bur.A.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,158.4,18.6,lognormal,183.6,0.11,lognormal,220.3,0.13,lognormal,250.0,0.06
-HUEF.H.S.bur.B.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,14.1,lognormal,134.0,0.1,normal,156.1,14.0,normal,198.2,25.5
-HUEF.H.S.bur.B.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,12.8,lognormal,109.6,0.12,lognormal,128.9,0.11,lognormal,165.1,0.17
-HUEF.H.S.bur.B.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.15,lognormal,112.3,0.12,normal,125.7,12.1,normal,158.2,13.8
-HUEF.H.S.bur.B.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,13.3,lognormal,118.8,0.11,normal,139.0,13.6,lognormal,179.4,0.17
-HUEF.H.S.bur.B.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,14.4,normal,128.2,12.5,normal,150.2,14.6,normal,191.1,26.2
-HUEF.H.S.bur.B.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,18.3,normal,156.2,17.7,normal,170.6,16.4,normal,210.4,16.6
-HUEF.H.S.bur.B.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,15.0,normal,133.4,13.9,normal,144.6,14.1,normal,175.8,15.4
-HUEF.H.S.bur.B.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,16.0,lognormal,127.8,0.13,lognormal,139.6,0.11,lognormal,175.0,0.14
-HUEF.H.S.bur.B.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,16.2,normal,142.6,15.5,lognormal,154.8,0.1,normal,192.3,18.3
-HUEF.H.S.bur.B.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.8,18.3,normal,152.2,17.3,lognormal,164.3,0.1,normal,203.4,16.5
-HUEF.H.S.bur.B.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,14.9,lognormal,137.7,0.12,lognormal,177.3,0.16,lognormal,217.5,0.21
-HUEF.H.S.bur.B.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,12.9,normal,110.6,12.7,lognormal,142.9,0.17,lognormal,189.1,0.31
-HUEF.H.S.bur.B.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.0,0.16,lognormal,119.7,0.15,normal,167.3,24.7,normal,219.9,26.9
-HUEF.H.S.bur.B.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,13.8,lognormal,120.6,0.12,lognormal,156.1,0.18,lognormal,196.2,0.25
-HUEF.H.S.bur.B.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,14.8,lognormal,130.0,0.11,lognormal,169.3,0.17,lognormal,206.4,0.22
-HUEF.H.S.bur.B.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,162.8,19.7,lognormal,187.4,0.11,normal,217.3,17.4,normal,217.4,17.3
-HUEF.H.S.bur.B.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,16.1,lognormal,153.0,0.12,lognormal,186.9,0.11,normal,249.2,22.2
-HUEF.H.S.bur.B.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,18.5,lognormal,160.6,0.12,lognormal,180.9,0.12,normal,228.0,18.3
-HUEF.H.S.bur.B.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,146.3,17.8,lognormal,166.1,0.12,normal,199.1,19.1,normal,250.3,19.1
-HUEF.H.S.bur.B.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,157.2,19.5,normal,178.3,17.5,normal,212.9,20.5,normal,213.0,20.5
-HUEF.H.S.bur.C.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,14.5,normal,144.7,14.0,normal,161.6,13.8,normal,206.5,16.1
-HUEF.H.S.bur.C.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,13.3,lognormal,119.1,0.1,normal,135.4,12.2,normal,173.9,16.0
-HUEF.H.S.bur.C.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,14.8,lognormal,120.9,0.12,lognormal,129.9,0.1,lognormal,159.0,0.1
-HUEF.H.S.bur.C.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,14.0,lognormal,128.0,0.1,normal,145.7,13.1,lognormal,187.3,0.09
-HUEF.H.S.bur.C.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,14.0,lognormal,138.0,0.1,normal,155.9,13.5,lognormal,200.8,0.09
-HUEF.H.S.bur.C.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.8,17.4,normal,155.5,16.8,lognormal,170.3,0.1,normal,209.2,16.5
-HUEF.H.S.bur.C.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,14.1,normal,132.5,13.4,lognormal,143.5,0.1,normal,174.3,15.4
-HUEF.H.S.bur.C.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.6,normal,126.7,14.5,lognormal,138.8,0.11,lognormal,170.9,0.13
-HUEF.H.S.bur.C.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,15.5,normal,141.8,14.9,normal,153.7,14.3,lognormal,189.4,0.1
-HUEF.H.S.bur.C.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.8,16.9,lognormal,151.2,0.12,lognormal,164.7,0.1,lognormal,201.5,0.09
-HUEF.H.S.bur.C.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,16.2,lognormal,153.0,0.11,lognormal,195.2,0.11,normal,227.0,18.3
-HUEF.H.S.bur.C.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,14.1,normal,122.6,12.9,normal,156.9,16.9,lognormal,207.4,0.17
-HUEF.H.S.bur.C.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,16.9,lognormal,135.2,0.13,normal,171.5,17.2,normal,217.0,21.3
-HUEF.H.S.bur.C.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,14.3,lognormal,133.2,0.12,lognormal,173.1,0.13,normal,222.6,30.3
-HUEF.H.S.bur.C.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,15.2,lognormal,146.5,0.12,lognormal,185.0,0.11,normal,216.8,16.1
-HUEF.H.S.bur.C.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,160.0,18.2,normal,182.8,17.4,normal,217.8,20.6,normal,217.9,20.7
-HUEF.H.S.bur.C.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,15.9,lognormal,149.1,0.11,lognormal,183.4,0.1,normal,249.5,21.2
-HUEF.H.S.bur.C.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,18.6,lognormal,158.5,0.12,lognormal,179.2,0.12,normal,223.6,17.5
-HUEF.H.S.bur.C.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,17.3,normal,159.7,14.7,normal,197.4,19.6,normal,250.3,19.1
-HUEF.H.S.bur.C.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,154.1,17.8,normal,174.7,17.3,normal,210.2,18.4,normal,210.3,18.2
-HUEF.H.S.bur.D.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,157.4,0.14,lognormal,158.9,0.13,lognormal,176.3,0.12,normal,248.3,24.5
-HUEF.H.S.bur.D.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,18.4,lognormal,140.5,0.14,lognormal,155.1,0.12,normal,204.2,16.5
-HUEF.H.S.bur.D.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.9,0.15,lognormal,129.5,0.14,lognormal,143.8,0.12,lognormal,181.0,0.08
-HUEF.H.S.bur.D.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,19.1,lognormal,147.6,0.14,lognormal,163.2,0.12,normal,220.5,18.2
-HUEF.H.S.bur.D.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,20.0,normal,154.6,19.1,lognormal,170.4,0.12,normal,234.7,20.4
-HUEF.H.S.bur.D.std.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,157.4,0.14,lognormal,158.9,0.13,lognormal,176.3,0.12,lognormal,250.0,0.11
-HUEF.H.S.bur.D.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,18.4,lognormal,140.5,0.14,lognormal,155.1,0.12,lognormal,215.1,0.1
-HUEF.H.S.bur.D.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,17.1,lognormal,129.4,0.14,lognormal,143.8,0.12,lognormal,200.9,0.1
-HUEF.H.S.bur.D.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,19.1,lognormal,147.6,0.14,lognormal,163.2,0.12,normal,225.7,18.4
-HUEF.H.S.bur.D.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,20.0,normal,154.6,19.1,lognormal,170.4,0.12,normal,248.2,24.7
-HUEF.H.S.bur.D.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,24.4,normal,207.8,25.6,lognormal,237.6,0.15,lognormal,250.0,0.08
-HUEF.H.S.bur.D.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,154.4,23.6,normal,184.6,21.9,normal,197.9,20.0,normal,226.4,19.1
-HUEF.H.S.bur.D.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.6,0.18,normal,168.4,17.7,lognormal,179.3,0.1,normal,211.6,21.1
-HUEF.H.S.bur.D.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,162.5,24.3,lognormal,197.2,0.14,normal,215.3,26.4,normal,248.7,23.5
-HUEF.H.S.bur.D.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.9,25.7,normal,205.5,25.3,normal,223.5,25.7,lognormal,250.0,0.07
-HUEF.H.S.bur.D.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,24.1,normal,208.3,26.0,normal,230.7,27.4,lognormal,235.6,0.15
-HUEF.H.S.bur.D.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,154.0,0.17,normal,185.3,22.4,lognormal,207.9,0.15,lognormal,250.0,0.06
-HUEF.H.S.bur.D.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.0,0.18,lognormal,172.8,0.14,lognormal,189.5,0.13,lognormal,250.0,0.06
-HUEF.H.S.bur.D.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,162.9,24.6,normal,197.1,25.5,normal,216.0,26.0,lognormal,250.0,0.06
-HUEF.H.S.bur.D.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.9,25.6,normal,205.6,25.0,normal,224.8,26.3,normal,224.9,26.3
-HUEF.H.S.spm.A.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,12.7,normal,126.0,9.0,lognormal,147.6,0.08,lognormal,183.3,0.13
-HUEF.H.S.spm.A.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.3,normal,102.0,9.1,normal,120.2,9.6,lognormal,149.8,0.15
-HUEF.H.S.spm.A.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,11.7,normal,105.0,10.0,lognormal,121.5,0.1,normal,156.1,14.2
-HUEF.H.S.spm.A.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,11.3,normal,110.9,9.5,normal,129.3,9.6,lognormal,159.6,0.13
-HUEF.H.S.spm.A.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,11.6,normal,120.6,9.8,normal,140.0,10.1,lognormal,174.5,0.13
-HUEF.H.S.spm.A.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.2,19.1,normal,157.0,18.1,lognormal,170.3,0.11,lognormal,208.1,0.08
-HUEF.H.S.spm.A.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,15.4,normal,134.9,14.6,normal,145.3,13.9,lognormal,174.7,0.1
-HUEF.H.S.spm.A.std.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.4,0.15,lognormal,128.5,0.14,lognormal,140.3,0.12,normal,180.4,23.7
-HUEF.H.S.spm.A.std.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.6,0.14,lognormal,145.4,0.13,lognormal,155.4,0.1,normal,188.8,17.0
-HUEF.H.S.spm.A.std.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.6,0.14,lognormal,153.0,0.13,lognormal,164.5,0.1,lognormal,202.8,0.09
-HUEF.H.S.spm.A.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,12.6,normal,126.9,9.7,normal,152.7,12.5,lognormal,186.2,0.14
-HUEF.H.S.spm.A.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.5,normal,102.2,9.1,lognormal,122.3,0.09,lognormal,152.2,0.17
-HUEF.H.S.spm.A.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,11.8,lognormal,107.9,0.11,lognormal,151.1,0.16,normal,219.4,31.7
-HUEF.H.S.spm.A.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,11.2,normal,111.5,9.7,lognormal,132.6,0.09,lognormal,165.8,0.17
-HUEF.H.S.spm.A.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,11.9,normal,121.4,10.1,normal,145.3,12.8,lognormal,177.7,0.14
-HUEF.H.S.spm.A.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,159.3,20.2,normal,186.1,21.0,normal,211.1,25.1,lognormal,250.0,0.06
-HUEF.H.S.spm.A.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,17.3,normal,154.3,15.8,normal,181.6,20.2,lognormal,250.0,0.08
-HUEF.H.S.spm.A.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,19.9,lognormal,157.7,0.14,normal,170.7,20.1,normal,246.4,29.4
-HUEF.H.S.spm.A.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,18.2,normal,166.0,17.5,lognormal,195.5,0.14,lognormal,250.0,0.06
-HUEF.H.S.spm.A.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,154.6,19.8,normal,177.9,18.8,lognormal,208.4,0.15,lognormal,250.0,0.06
-HUEF.H.S.spm.B.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,14.3,lognormal,134.3,0.1,lognormal,155.0,0.1,normal,195.8,23.2
-HUEF.H.S.spm.B.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,13.0,lognormal,109.7,0.12,normal,128.0,12.6,lognormal,162.9,0.17
-HUEF.H.S.spm.B.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.1,lognormal,112.1,0.12,normal,125.2,12.2,normal,158.2,15.4
-HUEF.H.S.spm.B.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,13.6,lognormal,118.6,0.11,lognormal,138.7,0.11,lognormal,176.0,0.15
-HUEF.H.S.spm.B.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,14.3,lognormal,128.2,0.1,lognormal,148.8,0.1,lognormal,190.6,0.15
-HUEF.H.S.spm.B.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.2,19.4,normal,156.6,18.2,lognormal,169.7,0.11,lognormal,210.5,0.09
-HUEF.H.S.spm.B.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,14.7,lognormal,132.9,0.11,lognormal,143.8,0.1,lognormal,174.9,0.1
-HUEF.H.S.spm.B.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,16.4,lognormal,127.7,0.13,lognormal,139.2,0.12,lognormal,175.2,0.14
-HUEF.H.S.spm.B.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,16.6,normal,143.1,15.5,lognormal,154.1,0.1,lognormal,188.3,0.1
-HUEF.H.S.spm.B.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.6,17.4,lognormal,151.4,0.12,normal,163.9,16.3,lognormal,205.0,0.1
-HUEF.H.S.spm.B.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,14.5,lognormal,137.6,0.12,lognormal,175.1,0.16,lognormal,217.5,0.21
-HUEF.H.S.spm.B.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.1,12.9,lognormal,110.8,0.13,lognormal,142.6,0.17,lognormal,190.6,0.32
-HUEF.H.S.spm.B.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.7,lognormal,119.5,0.15,normal,160.4,21.0,normal,216.0,24.5
-HUEF.H.S.spm.B.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,13.7,lognormal,120.3,0.12,lognormal,154.9,0.17,lognormal,199.5,0.26
-HUEF.H.S.spm.B.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,14.6,lognormal,130.0,0.11,lognormal,167.4,0.16,lognormal,206.4,0.22
-HUEF.H.S.spm.B.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,158.3,20.1,normal,182.2,19.0,normal,209.4,24.0,lognormal,210.6,0.13
-HUEF.H.S.spm.B.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,16.1,normal,150.7,15.9,lognormal,179.6,0.13,lognormal,250.0,0.09
-HUEF.H.S.spm.B.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.7,lognormal,154.9,0.13,normal,169.6,19.5,normal,222.8,16.4
-HUEF.H.S.spm.B.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,17.3,lognormal,162.8,0.11,normal,192.7,23.1,normal,250.3,19.3
-HUEF.H.S.spm.B.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,153.6,19.9,normal,174.7,18.3,lognormal,205.4,0.14,lognormal,205.5,0.14
-HUEF.H.S.spm.C.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,14.9,lognormal,144.5,0.1,normal,161.1,14.3,normal,204.7,16.2
-HUEF.H.S.spm.C.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,13.7,normal,119.2,11.9,normal,134.6,12.1,lognormal,172.4,0.1
-HUEF.H.S.spm.C.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,14.7,lognormal,120.3,0.12,normal,129.6,12.6,lognormal,158.1,0.1
-HUEF.H.S.spm.C.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.8,0.13,lognormal,127.9,0.1,lognormal,145.1,0.1,normal,185.2,16.3
-HUEF.H.S.spm.C.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,14.8,lognormal,138.3,0.1,normal,155.0,13.9,normal,199.0,17.7
-HUEF.H.S.spm.C.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.7,18.7,normal,155.5,17.9,normal,168.4,15.9,lognormal,210.7,0.1
-HUEF.H.S.spm.C.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,14.8,lognormal,132.3,0.11,lognormal,142.7,0.1,lognormal,173.4,0.1
-HUEF.H.S.spm.C.std.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,16.2,normal,126.6,14.6,lognormal,137.4,0.11,lognormal,170.0,0.14
-HUEF.H.S.spm.C.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.1,normal,141.8,15.1,normal,152.8,13.7,lognormal,185.7,0.09
-HUEF.H.S.spm.C.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,16.8,lognormal,150.5,0.12,lognormal,162.7,0.1,normal,200.4,16.1
-HUEF.H.S.spm.C.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,15.9,lognormal,152.7,0.11,normal,190.9,20.2,normal,223.7,16.4
-HUEF.H.S.spm.C.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,13.8,normal,122.5,12.8,normal,155.3,16.6,lognormal,207.6,0.17
-HUEF.H.S.spm.C.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,16.5,normal,133.3,15.4,normal,166.8,18.9,normal,219.5,22.2
-HUEF.H.S.spm.C.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,14.3,lognormal,133.0,0.11,lognormal,169.7,0.12,normal,222.6,30.3
-HUEF.H.S.spm.C.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,14.9,lognormal,146.0,0.12,normal,180.3,16.9,normal,216.8,16.1
-HUEF.H.S.spm.C.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,156.7,19.4,normal,178.2,17.4,normal,209.3,25.6,lognormal,210.8,0.14
-HUEF.H.S.spm.C.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,15.3,lognormal,147.4,0.11,normal,178.0,18.0,lognormal,250.0,0.1
-HUEF.H.S.spm.C.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,18.6,lognormal,153.3,0.13,lognormal,170.0,0.13,normal,229.9,20.8
-HUEF.H.S.spm.C.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,17.0,normal,158.4,15.3,normal,191.0,22.2,lognormal,250.0,0.09
-HUEF.H.S.spm.C.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,151.2,18.8,normal,171.4,17.2,normal,203.1,23.8,lognormal,203.8,0.13
-HUEF.H.S.spm.D.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,20.6,normal,158.5,19.6,lognormal,174.8,0.12,normal,248.1,24.8
-HUEF.H.S.spm.D.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,18.0,lognormal,139.1,0.13,lognormal,154.1,0.12,lognormal,203.7,0.09
-HUEF.H.S.spm.D.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.7,0.15,lognormal,129.2,0.14,lognormal,143.4,0.13,lognormal,180.9,0.08
-HUEF.H.S.spm.D.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.5,19.1,normal,146.5,17.9,normal,161.0,17.1,normal,219.6,17.7
-HUEF.H.S.spm.D.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,20.0,normal,154.2,18.8,lognormal,169.2,0.12,lognormal,235.0,0.1
-HUEF.H.S.spm.D.std.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,20.6,normal,158.5,19.6,lognormal,174.8,0.12,lognormal,250.0,0.11
-HUEF.H.S.spm.D.std.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,18.0,lognormal,139.1,0.13,lognormal,154.1,0.12,normal,213.3,19.3
-HUEF.H.S.spm.D.std.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.6,0.15,lognormal,129.2,0.14,lognormal,143.4,0.13,normal,199.5,17.6
-HUEF.H.S.spm.D.std.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.5,19.1,normal,146.5,17.9,normal,161.0,17.1,normal,223.4,17.0
-HUEF.H.S.spm.D.std.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,20.0,normal,154.2,18.8,lognormal,169.2,0.12,lognormal,250.0,0.12
-HUEF.H.S.spm.D.sup.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.5,24.4,lognormal,198.8,0.16,normal,210.2,26.3,lognormal,250.0,0.08
-HUEF.H.S.spm.D.sup.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.3,23.1,lognormal,175.1,0.15,lognormal,186.6,0.14,normal,226.4,19.1
-HUEF.H.S.spm.D.sup.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.7,0.18,normal,161.0,20.8,normal,169.9,19.2,normal,211.5,20.9
-HUEF.H.S.spm.D.sup.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,24.0,lognormal,183.6,0.15,lognormal,197.9,0.15,normal,248.7,23.5
-HUEF.H.S.spm.D.sup.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,163.6,25.6,lognormal,195.1,0.15,normal,208.3,28.1,lognormal,250.0,0.07
-HUEF.H.S.spm.D.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,24.3,lognormal,198.8,0.16,normal,209.7,25.7,lognormal,211.2,0.14
-HUEF.H.S.spm.D.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.6,0.17,lognormal,175.0,0.15,lognormal,188.1,0.15,lognormal,250.0,0.06
-HUEF.H.S.spm.D.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.8,0.18,normal,161.7,21.5,lognormal,173.6,0.15,lognormal,250.0,0.06
-HUEF.H.S.spm.D.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.4,24.2,lognormal,184.6,0.15,lognormal,199.0,0.15,lognormal,250.0,0.06
-HUEF.H.S.spm.D.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,163.7,25.8,lognormal,194.7,0.15,normal,208.5,28.0,lognormal,210.1,0.15
-HUEF.PS.bur.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,12.5,normal,122.1,9.5,lognormal,131.9,0.07,lognormal,200.3,0.11
-HUEF.PS.bur.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,9.7,normal,97.5,8.4,normal,105.8,7.7,lognormal,172.4,0.18
-HUEF.PS.bur.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,10.6,normal,100.8,9.3,normal,113.4,9.8,lognormal,187.7,0.1
-HUEF.PS.bur.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,11.2,normal,106.1,8.8,normal,115.1,7.6,lognormal,186.2,0.17
-HUEF.PS.bur.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,11.7,normal,115.5,8.8,normal,124.8,7.5,lognormal,197.5,0.15
-HUEF.PS.bur.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,12.8,normal,126.9,9.3,lognormal,140.2,0.07,normal,223.0,14.9
-HUEF.PS.bur.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.5,normal,102.6,8.9,normal,113.0,8.2,normal,194.9,15.5
-HUEF.PS.bur.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,12.2,lognormal,108.3,0.11,normal,125.9,12.0,lognormal,181.6,0.11
-HUEF.PS.bur.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,11.9,normal,111.9,9.3,normal,122.4,8.4,normal,208.6,18.4
-HUEF.PS.bur.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,12.4,normal,121.8,9.7,normal,133.2,9.4,normal,215.3,14.3
-HUEF.PS.bur.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,12.9,normal,124.2,9.3,normal,135.6,9.0,normal,222.2,16.2
-HUEF.PS.bur.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,10.1,normal,100.1,8.7,lognormal,109.6,0.08,normal,192.3,16.6
-HUEF.PS.bur.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,11.4,lognormal,104.2,0.1,lognormal,120.0,0.1,normal,183.7,17.7
-HUEF.PS.bur.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,11.6,normal,109.0,9.2,normal,119.2,8.7,lognormal,203.4,0.09
-HUEF.PS.bur.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,12.7,normal,118.7,9.5,lognormal,128.7,0.07,normal,216.5,17.8
-HUEF.PS.bur.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,12.2,normal,121.9,9.7,lognormal,131.8,0.07,lognormal,200.9,0.12
-HUEF.PS.bur.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,9.7,lognormal,97.3,0.09,normal,105.9,7.6,lognormal,174.7,0.19
-HUEF.PS.bur.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,10.7,lognormal,101.1,0.1,normal,113.5,9.7,normal,195.7,17.1
-HUEF.PS.bur.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,11.0,normal,105.9,8.6,normal,115.3,7.7,lognormal,188.8,0.18
-HUEF.PS.bur.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,12.2,normal,115.8,9.2,normal,124.8,7.6,lognormal,194.8,0.13
-HUEF.PS.bur.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,13.5,normal,127.1,9.6,normal,140.3,9.8,normal,236.4,17.5
-HUEF.PS.bur.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.4,normal,102.6,8.7,normal,113.1,8.4,normal,214.8,20.2
-HUEF.PS.bur.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,12.0,lognormal,108.5,0.11,normal,126.0,12.1,lognormal,194.0,0.11
-HUEF.PS.bur.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,11.7,normal,111.8,9.5,normal,122.7,8.4,normal,224.8,20.3
-HUEF.PS.bur.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,12.6,normal,121.8,9.9,normal,133.3,9.4,normal,234.8,20.3
-HUEF.PS.bur.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,13.1,normal,124.1,9.3,lognormal,135.6,0.07,lognormal,228.3,0.08
-HUEF.PS.bur.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,10.1,normal,99.9,8.7,lognormal,109.4,0.08,normal,203.4,20.8
-HUEF.PS.bur.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.3,11.2,normal,104.4,10.1,lognormal,119.9,0.1,lognormal,199.6,0.12
-HUEF.PS.bur.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,11.6,normal,109.1,9.2,normal,119.1,8.6,normal,213.9,21.8
-HUEF.PS.bur.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,12.6,normal,118.9,9.7,lognormal,128.9,0.07,normal,221.3,18.2
-HUEF.PS.bur.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,14.1,normal,129.3,11.8,lognormal,141.7,0.09,lognormal,219.3,0.11
-HUEF.PS.bur.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.9,normal,104.6,10.6,lognormal,115.0,0.1,normal,192.0,23.2
-HUEF.PS.bur.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,13.2,lognormal,109.9,0.13,normal,124.3,13.0,normal,183.2,18.1
-HUEF.PS.bur.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,12.6,normal,113.7,11.1,normal,124.3,11.1,normal,202.1,21.0
-HUEF.PS.bur.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,13.6,normal,123.4,11.4,normal,134.9,12.1,normal,212.7,20.6
-HUEF.PS.bur.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,14.8,lognormal,135.7,0.1,lognormal,152.7,0.1,normal,220.9,15.5
-HUEF.PS.bur.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.0,12.7,normal,111.0,11.7,normal,124.0,12.4,normal,196.1,17.1
-HUEF.PS.bur.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,14.4,lognormal,118.2,0.13,lognormal,138.5,0.13,lognormal,178.7,0.1
-HUEF.PS.bur.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,13.6,lognormal,120.7,0.11,lognormal,134.0,0.1,lognormal,206.4,0.09
-HUEF.PS.bur.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,14.5,lognormal,129.6,0.1,normal,145.6,14.3,normal,213.4,14.8
-HUEF.PS.bur.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,13.8,lognormal,132.6,0.1,lognormal,148.2,0.1,normal,219.4,14.6
-HUEF.PS.bur.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,12.3,lognormal,108.2,0.11,lognormal,119.9,0.11,lognormal,199.2,0.11
-HUEF.PS.bur.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,13.9,normal,113.9,13.1,normal,131.7,15.1,lognormal,181.0,0.11
-HUEF.PS.bur.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,13.3,normal,116.7,11.1,lognormal,129.3,0.1,normal,209.6,19.9
-HUEF.PS.bur.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,14.1,normal,126.6,11.5,lognormal,140.4,0.1,normal,222.5,20.6
-HUEF.PS.bur.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,14.7,normal,129.4,11.6,lognormal,142.4,0.1,normal,222.1,22.1
-HUEF.PS.bur.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.9,lognormal,104.7,0.11,lognormal,114.9,0.1,normal,196.9,27.2
-HUEF.PS.bur.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,13.4,lognormal,109.8,0.12,normal,124.1,13.0,normal,195.9,21.6
-HUEF.PS.bur.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.8,normal,113.7,10.9,normal,124.4,11.0,normal,207.8,23.5
-HUEF.PS.bur.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,13.4,normal,123.4,11.6,normal,134.7,11.9,normal,216.4,21.6
-HUEF.PS.bur.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,14.6,lognormal,135.8,0.1,lognormal,152.8,0.1,normal,248.3,24.3
-HUEF.PS.bur.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,12.5,normal,110.8,11.6,lognormal,124.1,0.11,lognormal,214.0,0.11
-HUEF.PS.bur.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.2,lognormal,117.8,0.13,lognormal,139.7,0.13,lognormal,190.2,0.11
-HUEF.PS.bur.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.5,lognormal,120.5,0.11,lognormal,133.9,0.1,normal,223.7,21.9
-HUEF.PS.bur.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,14.8,lognormal,129.8,0.1,lognormal,145.2,0.1,normal,226.4,17.0
-HUEF.PS.bur.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,14.2,lognormal,133.1,0.1,lognormal,147.8,0.1,normal,248.7,23.3
-HUEF.PS.bur.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,12.4,lognormal,108.1,0.11,lognormal,119.8,0.11,normal,213.5,21.1
-HUEF.PS.bur.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,13.7,lognormal,114.3,0.13,normal,131.8,15.0,lognormal,193.5,0.11
-HUEF.PS.bur.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,13.0,lognormal,117.7,0.11,lognormal,129.2,0.1,normal,221.8,18.5
-HUEF.PS.bur.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,14.1,normal,126.6,11.3,lognormal,140.8,0.1,normal,238.9,22.3
-HUEF.PS.bur.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,14.3,lognormal,138.1,0.1,normal,154.1,12.3,normal,244.8,28.1
-HUEF.PS.bur.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,12.0,normal,113.2,11.0,normal,125.2,10.1,normal,196.5,17.0
-HUEF.PS.bur.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,15.0,normal,119.6,12.7,normal,134.8,12.3,lognormal,183.1,0.11
-HUEF.PS.bur.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,12.9,lognormal,122.5,0.1,normal,135.5,11.3,normal,206.3,16.0
-HUEF.PS.bur.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,14.1,normal,131.7,11.5,lognormal,148.2,0.09,normal,221.1,18.0
-HUEF.PS.bur.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,16.6,normal,146.4,15.1,normal,166.8,15.5,normal,226.2,18.2
-HUEF.PS.bur.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.9,normal,120.5,11.8,normal,137.1,12.4,lognormal,196.4,0.1
-HUEF.PS.bur.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,16.2,normal,126.7,13.9,normal,146.5,15.4,lognormal,179.2,0.1
-HUEF.PS.bur.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,14.7,lognormal,129.6,0.1,normal,148.0,13.7,normal,206.9,19.5
-HUEF.PS.bur.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,15.6,normal,139.4,13.6,normal,158.6,13.5,normal,213.9,16.6
-HUEF.PS.bur.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,15.6,normal,141.9,13.2,normal,160.1,13.4,normal,229.8,20.3
-HUEF.PS.bur.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.1,normal,116.7,11.3,normal,130.7,11.7,lognormal,197.3,0.1
-HUEF.PS.bur.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.1,normal,123.4,13.2,normal,141.5,13.8,normal,179.5,17.4
-HUEF.PS.bur.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.6,normal,125.5,11.5,normal,141.3,12.2,lognormal,210.4,0.11
-HUEF.PS.bur.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,14.4,lognormal,136.1,0.1,normal,153.6,13.4,normal,225.9,21.7
-HUEF.PS.bur.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,14.4,normal,138.0,12.5,normal,154.1,12.2,normal,248.1,24.9
-HUEF.PS.bur.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,12.1,normal,113.5,11.1,normal,125.0,10.1,normal,203.3,19.4
-HUEF.PS.bur.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,14.8,normal,119.5,12.5,normal,134.7,12.2,normal,190.4,18.7
-HUEF.PS.bur.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,12.8,lognormal,122.8,0.1,lognormal,135.7,0.09,normal,213.0,17.5
-HUEF.PS.bur.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,14.1,normal,131.9,11.7,normal,147.8,12.3,normal,217.5,12.9
-HUEF.PS.bur.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,17.1,normal,145.7,14.8,normal,167.4,16.6,normal,248.3,24.4
-HUEF.PS.bur.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.7,lognormal,121.0,0.11,normal,136.9,12.4,normal,211.7,19.8
-HUEF.PS.bur.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,16.2,normal,126.8,13.7,lognormal,148.6,0.12,normal,186.2,16.3
-HUEF.PS.bur.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,14.7,normal,129.7,12.6,normal,148.9,14.2,normal,225.2,21.4
-HUEF.PS.bur.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,15.6,normal,140.0,14.0,normal,158.8,14.1,normal,235.0,20.0
-HUEF.PS.bur.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,15.7,normal,142.6,14.2,normal,160.8,13.7,lognormal,250.0,0.1
-HUEF.PS.bur.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,13.2,normal,116.7,11.2,lognormal,131.4,0.1,normal,210.7,17.7
-HUEF.PS.bur.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.9,normal,123.5,13.3,lognormal,143.0,0.11,lognormal,190.1,0.11
-HUEF.PS.bur.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,14.1,normal,125.7,11.4,lognormal,142.9,0.1,normal,220.1,17.2
-HUEF.PS.bur.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,14.4,normal,135.7,13.0,normal,154.1,13.4,lognormal,250.0,0.13
-HUEF.PS.bur.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.5,normal,157.6,19.6,lognormal,173.8,0.12,lognormal,218.0,0.13
-HUEF.PS.bur.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,21.1,lognormal,144.2,0.15,lognormal,160.4,0.14,lognormal,189.1,0.11
-HUEF.PS.bur.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.1,lognormal,135.9,0.14,lognormal,150.3,0.14,normal,173.8,15.5
-HUEF.PS.bur.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,22.3,lognormal,149.0,0.14,lognormal,164.5,0.13,lognormal,203.4,0.13
-HUEF.PS.bur.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,22.5,lognormal,155.9,0.14,normal,170.9,20.6,normal,208.6,21.9
-HUEF.PS.bur.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.8,lognormal,159.2,0.14,lognormal,182.4,0.15,lognormal,250.0,0.09
-HUEF.PS.bur.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,21.2,lognormal,144.4,0.15,lognormal,166.7,0.15,normal,207.0,14.6
-HUEF.PS.bur.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,20.3,lognormal,137.9,0.15,lognormal,157.8,0.15,normal,185.1,14.9
-HUEF.PS.bur.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.3,normal,150.1,19.4,lognormal,172.7,0.15,normal,219.2,14.3
-HUEF.PS.bur.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.3,lognormal,155.8,0.15,lognormal,177.5,0.14,normal,240.4,19.1
-HUEF.PS.bur.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,22.9,lognormal,158.7,0.14,lognormal,184.4,0.16,lognormal,250.0,0.1
-HUEF.PS.bur.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,21.6,normal,144.0,18.9,lognormal,166.8,0.15,normal,204.9,16.2
-HUEF.PS.bur.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,19.9,lognormal,137.5,0.15,lognormal,157.3,0.15,lognormal,180.7,0.08
-HUEF.PS.bur.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,21.7,lognormal,150.5,0.15,normal,170.6,21.3,normal,216.8,15.1
-HUEF.PS.bur.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.0,lognormal,156.4,0.15,normal,178.1,23.1,lognormal,250.0,0.12
-HUEF.PS.bur.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,23.1,lognormal,158.0,0.14,lognormal,173.4,0.13,lognormal,216.0,0.13
-HUEF.PS.bur.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,21.1,normal,143.2,18.2,lognormal,158.0,0.13,lognormal,192.0,0.13
-HUEF.PS.bur.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,20.0,lognormal,136.2,0.14,lognormal,149.8,0.13,normal,177.4,18.4
-HUEF.PS.bur.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,21.6,lognormal,149.9,0.15,lognormal,164.4,0.13,lognormal,205.6,0.14
-HUEF.PS.bur.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.0,lognormal,155.4,0.15,normal,170.2,19.4,lognormal,217.8,0.15
-HUEF.PS.bur.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.3,normal,159.5,21.1,lognormal,182.9,0.15,lognormal,250.0,0.08
-HUEF.PS.bur.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,21.0,lognormal,145.3,0.15,normal,166.4,22.6,lognormal,213.1,0.09
-HUEF.PS.bur.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.4,lognormal,137.8,0.15,normal,157.2,21.3,normal,188.3,15.2
-HUEF.PS.bur.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,21.5,lognormal,149.6,0.15,normal,171.6,22.5,normal,231.1,18.1
-HUEF.PS.bur.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.1,lognormal,156.7,0.15,normal,178.6,23.2,normal,249.6,21.0
-HUEF.PS.bur.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,23.4,lognormal,160.4,0.15,lognormal,183.1,0.15,lognormal,250.0,0.08
-HUEF.PS.bur.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,21.1,lognormal,144.9,0.15,normal,166.3,22.5,normal,207.9,16.2
-HUEF.PS.bur.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,20.8,lognormal,137.3,0.15,lognormal,158.1,0.15,lognormal,184.2,0.08
-HUEF.PS.bur.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.3,lognormal,151.2,0.15,lognormal,173.3,0.15,normal,221.1,14.1
-HUEF.PS.bur.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,22.6,lognormal,156.1,0.15,lognormal,179.1,0.15,lognormal,250.0,0.1
-HUEF.PS.bur.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,21.2,normal,156.8,19.2,normal,179.0,21.7,lognormal,219.2,0.08
-HUEF.PS.bur.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.7,normal,136.1,14.1,normal,154.4,14.8,lognormal,192.7,0.1
-HUEF.PS.bur.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,18.9,normal,134.8,16.8,lognormal,154.9,0.14,lognormal,193.1,0.13
-HUEF.PS.bur.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,18.8,normal,144.1,15.4,normal,164.7,17.7,lognormal,204.9,0.11
-HUEF.PS.bur.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,20.4,normal,152.9,18.9,normal,175.2,21.3,normal,214.9,18.3
-HUEF.PS.bur.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,23.2,lognormal,158.8,0.14,normal,180.9,22.5,lognormal,226.5,0.09
-HUEF.PS.bur.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,18.3,normal,140.7,16.7,normal,160.8,18.7,normal,193.6,18.9
-HUEF.PS.bur.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,19.3,lognormal,136.2,0.14,lognormal,157.2,0.15,lognormal,210.5,0.16
-HUEF.PS.bur.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,20.4,normal,147.8,18.0,normal,169.4,20.3,normal,205.8,18.0
-HUEF.PS.bur.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,20.9,normal,155.3,20.1,normal,176.3,21.9,lognormal,216.5,0.09
-HUEF.PS.bur.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.1,22.4,lognormal,157.5,0.14,lognormal,180.2,0.14,normal,219.7,15.9
-HUEF.PS.bur.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,17.5,normal,138.4,15.5,normal,157.3,16.5,lognormal,189.8,0.09
-HUEF.PS.bur.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,19.4,lognormal,135.9,0.14,lognormal,154.9,0.14,lognormal,202.3,0.16
-HUEF.PS.bur.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,19.7,normal,146.8,17.2,normal,167.2,19.5,normal,201.0,17.7
-HUEF.PS.bur.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,20.9,normal,153.6,18.4,lognormal,175.4,0.13,normal,214.4,17.9
-HUEF.PS.bur.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,21.0,normal,157.9,19.8,lognormal,181.4,0.14,normal,239.7,20.6
-HUEF.PS.bur.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,16.5,normal,136.4,14.2,normal,156.9,16.1,lognormal,207.0,0.11
-HUEF.PS.bur.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.9,lognormal,135.6,0.14,normal,155.8,20.3,lognormal,199.6,0.12
-HUEF.PS.bur.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.2,normal,144.3,15.5,lognormal,167.2,0.13,normal,212.7,16.0
-HUEF.PS.bur.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,20.2,normal,153.5,18.4,normal,176.4,21.5,normal,219.0,13.7
-HUEF.PS.bur.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.4,22.7,lognormal,159.0,0.14,normal,181.7,23.4,normal,248.7,23.3
-HUEF.PS.bur.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,18.9,normal,141.0,16.7,normal,164.0,21.1,normal,202.9,17.7
-HUEF.PS.bur.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,20.0,normal,136.2,17.4,lognormal,158.5,0.16,lognormal,230.7,0.18
-HUEF.PS.bur.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.2,normal,148.1,18.1,normal,171.2,21.9,normal,213.8,17.7
-HUEF.PS.bur.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,20.9,lognormal,155.2,0.14,normal,178.6,23.6,normal,230.0,20.6
-HUEF.PS.bur.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,21.8,normal,157.4,19.7,lognormal,183.4,0.16,normal,247.5,26.5
-HUEF.PS.bur.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,18.4,normal,139.0,15.5,normal,161.0,19.4,lognormal,203.1,0.1
-HUEF.PS.bur.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,18.8,lognormal,136.4,0.14,lognormal,158.2,0.15,normal,208.1,26.5
-HUEF.PS.bur.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.6,normal,146.1,16.4,normal,170.0,21.8,normal,212.8,17.7
-HUEF.PS.bur.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,20.7,lognormal,154.5,0.14,normal,177.6,22.6,normal,222.6,15.1
-HUEF.PS.bur.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,21.9,normal,156.1,18.3,lognormal,178.4,0.13,normal,219.5,16.7
-HUEF.PS.bur.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,17.0,normal,134.4,13.6,lognormal,152.0,0.11,lognormal,193.4,0.1
-HUEF.PS.bur.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,18.5,normal,133.8,16.0,lognormal,152.8,0.13,lognormal,190.5,0.14
-HUEF.PS.bur.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.9,normal,143.2,15.3,normal,161.6,15.9,normal,206.8,19.7
-HUEF.PS.bur.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,19.9,normal,151.4,17.7,normal,172.2,19.7,normal,214.4,16.0
-HUEF.PS.bur.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,21.1,normal,157.4,19.6,normal,179.1,22.2,normal,220.6,15.5
-HUEF.PS.bur.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.8,normal,139.3,15.9,normal,158.5,18.0,normal,193.6,18.6
-HUEF.PS.bur.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,19.2,normal,136.1,17.7,lognormal,155.5,0.14,lognormal,206.9,0.16
-HUEF.PS.bur.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.6,normal,146.7,17.3,normal,168.3,20.5,normal,204.5,16.4
-HUEF.PS.bur.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,21.0,normal,154.4,19.8,normal,175.4,21.7,normal,215.1,16.3
-HUEF.PS.bur.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,21.1,normal,157.3,19.3,lognormal,180.0,0.13,normal,221.5,17.1
-HUEF.PS.bur.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.5,normal,136.3,14.0,normal,155.2,16.0,lognormal,191.5,0.1
-HUEF.PS.bur.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.5,lognormal,135.1,0.14,lognormal,154.8,0.14,lognormal,194.9,0.15
-HUEF.PS.bur.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,18.5,normal,145.0,16.7,normal,164.6,18.2,normal,204.0,19.1
-HUEF.PS.bur.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,20.2,normal,153.1,19.0,normal,174.9,20.7,normal,212.2,16.1
-HUEF.PS.bur.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,20.8,lognormal,156.9,0.13,normal,179.1,22.2,normal,235.6,18.8
-HUEF.PS.bur.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.6,normal,134.3,13.7,normal,152.6,14.8,normal,206.2,19.3
-HUEF.PS.bur.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.5,normal,134.0,16.2,lognormal,155.9,0.14,normal,198.5,22.5
-HUEF.PS.bur.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.7,normal,143.9,16.5,normal,164.0,17.5,normal,216.2,17.8
-HUEF.PS.bur.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,19.7,normal,151.3,17.5,normal,173.4,19.8,normal,223.7,15.5
-HUEF.PS.bur.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,22.0,normal,158.6,20.2,normal,181.2,23.0,normal,244.4,21.4
-HUEF.PS.bur.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,17.8,normal,139.3,16.1,lognormal,162.2,0.13,lognormal,206.4,0.11
-HUEF.PS.bur.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,19.4,lognormal,136.6,0.14,lognormal,157.6,0.15,lognormal,221.4,0.17
-HUEF.PS.bur.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,20.1,normal,147.6,17.8,lognormal,170.2,0.13,normal,212.4,15.8
-HUEF.PS.bur.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,21.1,lognormal,155.1,0.14,lognormal,179.4,0.15,normal,229.5,20.0
-HUEF.PS.bur.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,21.7,normal,158.1,20.0,normal,181.3,22.6,normal,248.0,25.1
-HUEF.PS.bur.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,16.8,normal,136.9,14.9,lognormal,157.7,0.12,lognormal,203.2,0.1
-HUEF.PS.bur.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.2,normal,135.3,17.3,normal,157.4,21.3,lognormal,205.3,0.14
-HUEF.PS.bur.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.4,normal,145.0,16.4,normal,166.5,19.0,normal,215.5,18.0
-HUEF.PS.bur.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,20.4,normal,152.7,17.9,normal,175.7,21.6,lognormal,226.2,0.08
-HUEF.PS.bur.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,20.9,normal,155.8,18.3,normal,175.6,19.2,normal,222.2,19.1
-HUEF.PS.bur.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,15.5,normal,132.3,12.7,normal,148.9,13.6,lognormal,192.3,0.1
-HUEF.PS.bur.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,17.6,normal,133.3,15.9,normal,151.4,17.2,normal,183.9,19.3
-HUEF.PS.bur.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.3,normal,141.3,14.3,normal,158.9,14.1,normal,203.3,18.6
-HUEF.PS.bur.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,19.0,normal,150.4,16.5,normal,170.5,18.4,normal,211.6,16.6
-HUEF.PS.bur.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,21.9,normal,157.7,19.2,lognormal,180.2,0.14,normal,216.9,16.1
-HUEF.PS.bur.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,17.1,normal,137.2,14.7,normal,156.5,16.3,normal,190.1,16.7
-HUEF.PS.bur.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.2,lognormal,135.9,0.14,lognormal,155.0,0.14,lognormal,204.3,0.16
-HUEF.PS.bur.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,18.8,normal,145.7,16.8,normal,167.9,19.9,normal,201.8,17.5
-HUEF.PS.bur.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,20.4,normal,153.2,18.5,normal,175.7,21.8,normal,210.6,16.4
-HUEF.PS.bur.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,21.4,normal,157.1,19.5,normal,177.9,20.4,normal,219.6,17.5
-HUEF.PS.bur.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,16.9,lognormal,135.1,0.11,normal,152.7,14.1,normal,189.9,16.8
-HUEF.PS.bur.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,18.9,normal,134.4,16.6,lognormal,154.1,0.14,lognormal,186.4,0.12
-HUEF.PS.bur.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,18.2,normal,143.7,15.9,normal,163.5,17.8,lognormal,201.4,0.09
-HUEF.PS.bur.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,20.6,normal,152.0,18.0,normal,174.2,20.1,normal,211.6,16.2
-HUEF.PS.bur.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,20.1,lognormal,155.3,0.13,normal,177.5,21.0,normal,247.5,26.4
-HUEF.PS.bur.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,15.8,normal,132.3,12.8,normal,150.2,14.0,lognormal,205.6,0.11
-HUEF.PS.bur.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,18.6,normal,133.3,15.8,lognormal,153.7,0.13,lognormal,195.4,0.12
-HUEF.PS.bur.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,17.0,normal,141.3,14.1,normal,160.4,15.8,normal,216.1,20.2
-HUEF.PS.bur.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,19.2,normal,150.2,16.6,normal,171.9,19.3,normal,222.3,16.4
-HUEF.PS.bur.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,22.0,normal,157.0,19.3,lognormal,182.2,0.15,normal,223.5,14.3
-HUEF.PS.bur.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.0,normal,137.7,14.7,normal,159.7,18.0,normal,202.3,18.0
-HUEF.PS.bur.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,19.0,lognormal,136.0,0.14,lognormal,158.5,0.16,lognormal,209.2,0.14
-HUEF.PS.bur.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,19.8,normal,146.8,17.5,lognormal,169.4,0.13,lognormal,211.9,0.09
-HUEF.PS.bur.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.9,normal,154.1,19.2,lognormal,176.2,0.13,normal,221.2,15.8
-HUEF.PS.bur.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,20.5,normal,157.1,19.0,normal,180.0,22.7,normal,247.6,26.1
-HUEF.PS.bur.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,16.5,normal,135.4,14.0,normal,154.4,15.2,lognormal,201.0,0.1
-HUEF.PS.bur.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.8,lognormal,135.7,0.14,lognormal,157.3,0.15,lognormal,199.8,0.13
-HUEF.PS.bur.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,18.0,normal,143.8,16.0,normal,165.0,18.4,normal,213.6,18.1
-HUEF.PS.bur.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,19.9,normal,152.2,17.9,normal,174.9,20.7,normal,225.6,19.2
-HUEF.PS.bur.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,23.5,lognormal,159.6,0.15,normal,182.0,23.6,normal,249.6,20.9
-HUEF.PS.bur.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,21.2,lognormal,144.6,0.14,lognormal,167.6,0.16,normal,226.9,20.5
-HUEF.PS.bur.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,20.1,lognormal,137.4,0.15,lognormal,158.1,0.16,normal,216.4,20.1
-HUEF.PS.bur.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,21.9,lognormal,150.7,0.15,normal,171.6,22.6,lognormal,250.0,0.12
-HUEF.PS.bur.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.1,lognormal,155.8,0.14,lognormal,178.8,0.15,normal,248.7,23.5
-HUEF.PS.bur.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.8,lognormal,159.2,0.14,lognormal,182.4,0.15,lognormal,250.0,0.06
-HUEF.PS.bur.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,21.3,lognormal,144.4,0.15,normal,166.5,23.0,normal,224.0,14.5
-HUEF.PS.bur.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,19.8,lognormal,136.9,0.15,lognormal,158.1,0.16,normal,217.9,15.7
-HUEF.PS.bur.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.3,lognormal,150.4,0.14,lognormal,172.7,0.15,lognormal,250.0,0.1
-HUEF.PS.bur.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.3,lognormal,155.8,0.15,lognormal,177.6,0.14,lognormal,250.0,0.08
-HUEF.PS.bur.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,22.9,lognormal,158.9,0.14,lognormal,184.1,0.16,normal,250.3,19.1
-HUEF.PS.bur.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,21.8,normal,143.9,18.7,lognormal,166.8,0.16,normal,231.0,18.4
-HUEF.PS.bur.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.9,lognormal,136.6,0.15,lognormal,158.4,0.15,normal,222.3,20.1
-HUEF.PS.bur.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,21.7,lognormal,150.7,0.15,normal,171.8,22.4,normal,249.2,22.1
-HUEF.PS.bur.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.0,lognormal,156.4,0.15,normal,178.2,23.2,lognormal,250.0,0.08
-HUEF.PS.bur.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,22.4,lognormal,159.4,0.15,lognormal,183.7,0.16,lognormal,250.0,0.09
-HUEF.PS.bur.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,21.1,lognormal,143.7,0.14,lognormal,165.5,0.15,normal,229.3,19.7
-HUEF.PS.bur.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.7,lognormal,137.4,0.15,lognormal,159.0,0.16,normal,222.0,19.9
-HUEF.PS.bur.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.0,21.7,lognormal,150.2,0.15,normal,171.1,21.7,lognormal,250.0,0.12
-HUEF.PS.bur.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,22.4,lognormal,156.4,0.15,lognormal,179.5,0.15,normal,249.5,21.2
-HUEF.PS.bur.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.4,normal,159.5,21.2,lognormal,183.0,0.15,lognormal,250.0,0.06
-HUEF.PS.bur.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,21.1,lognormal,145.2,0.15,normal,166.3,22.6,normal,249.6,21.0
-HUEF.PS.bur.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,19.8,lognormal,137.0,0.15,lognormal,158.3,0.16,lognormal,230.0,0.08
-HUEF.PS.bur.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,21.4,lognormal,149.6,0.15,normal,171.5,22.5,normal,250.3,19.3
-HUEF.PS.bur.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.1,lognormal,156.7,0.15,normal,178.6,23.2,lognormal,250.0,0.06
-HUEF.PS.bur.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.5,lognormal,160.6,0.15,lognormal,183.2,0.15,lognormal,250.0,0.06
-HUEF.PS.bur.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,21.0,lognormal,144.8,0.15,normal,166.6,22.2,normal,249.1,22.2
-HUEF.PS.bur.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,20.6,lognormal,137.7,0.15,lognormal,159.3,0.16,normal,218.6,12.0
-HUEF.PS.bur.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.2,lognormal,150.5,0.14,lognormal,173.3,0.15,lognormal,250.0,0.06
-HUEF.PS.bur.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,22.6,lognormal,156.0,0.15,lognormal,179.2,0.15,lognormal,250.0,0.06
-HUEF.PS.spm.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,12.2,normal,121.3,9.9,lognormal,131.6,0.07,lognormal,200.2,0.11
-HUEF.PS.spm.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,9.6,normal,97.2,8.3,normal,105.8,7.7,lognormal,172.2,0.18
-HUEF.PS.spm.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.6,lognormal,100.5,0.1,normal,113.2,9.8,normal,186.4,16.0
-HUEF.PS.spm.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,10.9,normal,105.8,8.7,normal,115.2,7.8,lognormal,188.1,0.18
-HUEF.PS.spm.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,11.8,normal,115.2,9.0,normal,124.5,7.4,normal,193.8,22.3
-HUEF.PS.spm.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,13.1,normal,125.9,9.7,normal,139.2,9.9,normal,225.0,17.0
-HUEF.PS.spm.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.5,normal,102.6,8.9,normal,113.1,8.3,lognormal,198.4,0.1
-HUEF.PS.spm.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.8,normal,107.0,10.5,normal,124.2,11.9,lognormal,181.3,0.11
-HUEF.PS.spm.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,11.4,normal,111.4,9.3,lognormal,123.0,0.08,lognormal,208.2,0.09
-HUEF.PS.spm.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,12.2,normal,121.0,10.1,normal,132.7,9.6,normal,217.8,15.8
-HUEF.PS.spm.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,12.7,normal,123.5,9.5,normal,135.4,9.3,normal,216.4,14.2
-HUEF.PS.spm.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,10.1,normal,99.9,8.7,lognormal,109.5,0.08,normal,193.3,17.4
-HUEF.PS.spm.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,11.2,lognormal,103.7,0.1,lognormal,119.2,0.1,normal,184.5,17.3
-HUEF.PS.spm.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,11.6,normal,108.7,9.1,normal,119.1,8.7,normal,203.6,18.1
-HUEF.PS.spm.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,12.6,normal,118.4,9.8,lognormal,128.6,0.07,normal,217.2,18.0
-HUEF.PS.spm.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,12.3,normal,121.4,9.8,lognormal,131.5,0.07,lognormal,200.0,0.11
-HUEF.PS.spm.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,9.7,lognormal,97.3,0.09,normal,105.8,7.7,lognormal,172.9,0.18
-HUEF.PS.spm.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,10.6,lognormal,100.6,0.1,normal,113.1,9.7,lognormal,197.5,0.1
-HUEF.PS.spm.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,11.1,normal,106.0,8.6,normal,115.0,7.6,lognormal,188.1,0.18
-HUEF.PS.spm.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,11.6,normal,115.0,8.9,normal,124.6,7.6,lognormal,195.6,0.14
-HUEF.PS.spm.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,13.3,normal,126.1,9.7,normal,139.6,10.0,normal,249.3,21.9
-HUEF.PS.spm.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,10.5,normal,102.6,9.0,normal,113.0,8.4,normal,215.3,21.3
-HUEF.PS.spm.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,11.9,normal,107.0,10.5,normal,124.3,12.1,lognormal,194.5,0.12
-HUEF.PS.spm.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,11.3,lognormal,111.6,0.09,normal,122.5,8.5,normal,219.5,15.9
-HUEF.PS.spm.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,11.9,normal,120.8,9.9,normal,132.8,9.6,normal,235.4,19.3
-HUEF.PS.spm.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,13.1,normal,123.6,9.6,normal,135.3,9.2,normal,223.0,14.6
-HUEF.PS.spm.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,10.1,normal,99.9,8.6,lognormal,109.6,0.08,normal,202.3,19.7
-HUEF.PS.spm.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,11.1,normal,103.7,10.0,lognormal,119.0,0.1,normal,199.7,20.8
-HUEF.PS.spm.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,11.5,normal,108.8,9.2,normal,119.0,8.7,lognormal,214.5,0.11
-HUEF.PS.spm.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,12.5,normal,118.3,9.6,lognormal,128.6,0.07,lognormal,225.0,0.11
-HUEF.PS.spm.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,14.0,normal,127.0,10.7,lognormal,140.1,0.09,lognormal,218.1,0.1
-HUEF.PS.spm.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,11.7,normal,104.2,10.3,lognormal,114.6,0.1,normal,188.8,20.8
-HUEF.PS.spm.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,13.0,lognormal,108.1,0.12,normal,122.5,12.7,normal,183.2,17.9
-HUEF.PS.spm.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,12.2,normal,113.0,10.9,normal,123.8,10.9,lognormal,204.1,0.12
-HUEF.PS.spm.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,13.2,normal,122.2,11.5,normal,133.8,11.8,normal,218.9,24.4
-HUEF.PS.spm.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,normal,132.8,12.6,normal,149.7,14.7,normal,229.2,21.3
-HUEF.PS.spm.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,12.6,lognormal,110.0,0.11,normal,123.0,12.1,lognormal,197.7,0.11
-HUEF.PS.spm.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.8,normal,114.2,13.0,lognormal,133.5,0.13,lognormal,178.0,0.1
-HUEF.PS.spm.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,13.3,lognormal,118.8,0.11,lognormal,131.9,0.1,lognormal,208.5,0.1
-HUEF.PS.spm.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.1,normal,127.0,11.6,lognormal,142.9,0.1,normal,218.9,18.2
-HUEF.PS.spm.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,15.0,normal,130.5,12.1,lognormal,145.1,0.1,normal,226.2,18.3
-HUEF.PS.spm.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,12.2,normal,107.1,10.6,lognormal,119.1,0.11,lognormal,198.0,0.1
-HUEF.PS.spm.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,13.3,lognormal,111.8,0.12,lognormal,128.7,0.12,normal,179.7,17.5
-HUEF.PS.spm.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,12.9,normal,116.0,11.0,lognormal,128.2,0.1,normal,209.5,18.1
-HUEF.PS.spm.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,13.5,normal,124.7,11.5,lognormal,138.7,0.1,normal,219.8,18.0
-HUEF.PS.spm.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,14.2,normal,126.9,11.1,lognormal,140.3,0.09,normal,221.4,20.3
-HUEF.PS.spm.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,11.6,normal,104.2,10.5,lognormal,114.5,0.1,normal,196.5,26.7
-HUEF.PS.spm.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,12.9,lognormal,108.3,0.12,lognormal,122.5,0.11,lognormal,193.7,0.11
-HUEF.PS.spm.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,12.2,normal,113.1,11.0,normal,124.1,11.3,normal,207.6,25.0
-HUEF.PS.spm.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,13.2,lognormal,122.4,0.1,normal,133.9,11.8,normal,214.8,21.1
-HUEF.PS.spm.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,normal,132.8,12.6,lognormal,149.1,0.1,normal,248.8,23.2
-HUEF.PS.spm.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,12.5,lognormal,110.2,0.11,lognormal,122.8,0.1,lognormal,215.3,0.12
-HUEF.PS.spm.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,14.1,normal,114.2,12.8,lognormal,134.1,0.13,normal,189.3,18.7
-HUEF.PS.spm.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,13.2,normal,118.8,11.9,lognormal,132.6,0.1,normal,226.1,22.2
-HUEF.PS.spm.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,14.3,normal,127.0,11.7,lognormal,142.6,0.1,lognormal,235.0,0.1
-HUEF.PS.spm.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,14.8,normal,129.7,11.5,lognormal,145.3,0.1,normal,248.7,23.2
-HUEF.PS.spm.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.0,normal,107.1,10.5,lognormal,119.1,0.11,lognormal,211.6,0.11
-HUEF.PS.spm.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.1,13.5,normal,111.6,12.6,lognormal,128.5,0.12,lognormal,195.5,0.12
-HUEF.PS.spm.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,12.9,normal,115.8,10.8,lognormal,128.4,0.1,normal,221.0,17.5
-HUEF.PS.spm.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,13.9,normal,125.0,11.4,normal,138.4,12.6,lognormal,240.0,0.1
-HUEF.PS.spm.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,14.3,normal,135.0,13.1,normal,152.0,14.4,normal,237.4,25.7
-HUEF.PS.spm.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,11.9,normal,112.2,10.9,normal,124.2,10.3,normal,195.6,16.7
-HUEF.PS.spm.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.3,normal,116.2,12.3,normal,132.6,13.6,normal,181.2,17.9
-HUEF.PS.spm.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,13.2,lognormal,120.9,0.1,normal,134.5,11.7,normal,206.0,16.5
-HUEF.PS.spm.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,14.0,lognormal,129.8,0.1,normal,145.5,12.8,normal,217.1,17.0
-HUEF.PS.spm.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,16.5,normal,140.9,15.7,normal,160.7,17.7,normal,223.2,17.7
-HUEF.PS.spm.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,13.3,normal,118.4,12.0,normal,134.4,12.8,lognormal,197.5,0.11
-HUEF.PS.spm.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.8,normal,121.6,14.7,normal,140.1,17.1,lognormal,178.7,0.1
-HUEF.PS.spm.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,14.0,normal,126.5,12.5,normal,143.9,14.0,lognormal,208.9,0.11
-HUEF.PS.spm.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,15.5,normal,135.4,14.2,normal,154.2,16.5,lognormal,219.7,0.1
-HUEF.PS.spm.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,15.5,normal,138.1,14.5,normal,155.7,15.6,normal,220.0,13.6
-HUEF.PS.spm.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.4,normal,115.0,10.9,normal,129.4,11.7,normal,198.2,17.8
-HUEF.PS.spm.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,15.3,lognormal,119.2,0.12,normal,137.1,15.6,lognormal,179.5,0.11
-HUEF.PS.spm.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,13.5,normal,123.5,11.7,lognormal,139.6,0.1,normal,208.5,17.8
-HUEF.PS.spm.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,14.4,normal,132.6,13.2,normal,151.4,15.8,lognormal,230.3,0.12
-HUEF.PS.spm.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,14.4,normal,134.9,13.0,normal,152.1,14.5,normal,247.8,25.8
-HUEF.PS.spm.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,12.0,normal,112.2,10.8,normal,124.5,10.4,normal,204.3,19.7
-HUEF.PS.spm.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,14.5,normal,116.3,12.6,normal,131.9,13.0,lognormal,193.4,0.12
-HUEF.PS.spm.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,13.0,normal,120.7,11.2,normal,134.5,12.2,normal,211.4,15.0
-HUEF.PS.spm.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,14.2,lognormal,129.5,0.1,normal,145.7,13.2,normal,230.5,19.2
-HUEF.PS.spm.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,16.8,normal,140.7,15.5,normal,159.8,17.6,lognormal,235.0,0.08
-HUEF.PS.spm.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,13.4,normal,118.3,12.0,lognormal,134.6,0.1,lognormal,218.5,0.13
-HUEF.PS.spm.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.5,normal,122.0,14.8,normal,140.4,17.2,lognormal,187.9,0.1
-HUEF.PS.spm.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,14.2,normal,126.5,12.4,normal,144.6,14.3,normal,220.7,19.1
-HUEF.PS.spm.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,15.8,normal,135.3,14.4,normal,154.7,16.5,normal,248.1,25.0
-HUEF.PS.spm.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,15.7,normal,137.6,14.1,normal,156.7,16.3,normal,249.9,20.3
-HUEF.PS.spm.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,13.0,normal,115.4,11.3,normal,129.5,11.5,lognormal,218.3,0.12
-HUEF.PS.spm.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.3,normal,119.7,14.1,normal,137.3,15.6,lognormal,189.3,0.11
-HUEF.PS.spm.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,13.3,normal,123.6,11.8,normal,139.7,12.9,normal,225.4,20.4
-HUEF.PS.spm.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,14.9,normal,132.6,13.0,normal,150.5,14.6,normal,231.2,18.0
-HUEF.PS.spm.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.1,lognormal,148.0,0.15,lognormal,165.0,0.14,normal,214.1,22.9
-HUEF.PS.spm.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.2,lognormal,133.9,0.15,lognormal,150.2,0.15,lognormal,189.2,0.11
-HUEF.PS.spm.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,19.1,lognormal,126.3,0.15,lognormal,141.8,0.15,normal,173.7,15.4
-HUEF.PS.spm.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,21.0,lognormal,139.0,0.15,lognormal,154.6,0.14,normal,201.5,22.7
-HUEF.PS.spm.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.7,normal,144.1,18.8,lognormal,162.0,0.15,normal,209.1,23.1
-HUEF.PS.spm.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,22.8,lognormal,148.3,0.15,normal,165.9,21.4,lognormal,250.0,0.09
-HUEF.PS.spm.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,20.0,lognormal,133.8,0.15,lognormal,152.6,0.16,normal,207.4,14.8
-HUEF.PS.spm.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.18,lognormal,127.3,0.16,normal,144.6,20.3,lognormal,185.6,0.09
-HUEF.PS.spm.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.6,lognormal,139.8,0.16,lognormal,157.9,0.15,lognormal,219.5,0.07
-HUEF.PS.spm.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.5,lognormal,144.1,0.14,lognormal,164.0,0.15,normal,240.4,19.1
-HUEF.PS.spm.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,22.1,lognormal,147.3,0.15,lognormal,166.6,0.15,lognormal,250.0,0.1
-HUEF.PS.spm.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,19.9,lognormal,134.3,0.16,lognormal,152.3,0.16,normal,204.7,15.9
-HUEF.PS.spm.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.3,lognormal,126.9,0.15,lognormal,144.0,0.15,lognormal,181.0,0.08
-HUEF.PS.spm.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,20.3,lognormal,138.7,0.15,lognormal,157.6,0.15,normal,217.2,15.4
-HUEF.PS.spm.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.0,0.15,lognormal,164.4,0.15,lognormal,250.0,0.12
-HUEF.PS.spm.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.1,lognormal,147.8,0.15,normal,164.0,20.8,lognormal,216.2,0.13
-HUEF.PS.spm.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.0,lognormal,134.1,0.15,lognormal,149.3,0.14,lognormal,193.3,0.13
-HUEF.PS.spm.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,18.9,lognormal,126.1,0.15,lognormal,141.2,0.14,normal,177.5,18.4
-HUEF.PS.spm.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,20.7,normal,138.5,18.3,lognormal,155.8,0.15,lognormal,204.9,0.14
-HUEF.PS.spm.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,21.4,lognormal,143.9,0.15,normal,160.9,21.1,lognormal,218.0,0.15
-HUEF.PS.spm.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,21.7,lognormal,148.1,0.15,lognormal,167.4,0.15,lognormal,250.0,0.08
-HUEF.PS.spm.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.1,lognormal,133.2,0.15,lognormal,153.5,0.16,lognormal,213.1,0.09
-HUEF.PS.spm.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.18,lognormal,127.3,0.16,lognormal,144.4,0.15,normal,188.2,15.1
-HUEF.PS.spm.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,20.1,lognormal,138.4,0.15,lognormal,158.1,0.16,normal,231.1,18.1
-HUEF.PS.spm.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.5,0.15,lognormal,165.0,0.16,normal,249.6,21.0
-HUEF.PS.spm.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.1,lognormal,147.9,0.15,lognormal,167.7,0.16,lognormal,250.0,0.08
-HUEF.PS.spm.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.0,lognormal,134.0,0.15,lognormal,152.8,0.16,lognormal,208.3,0.09
-HUEF.PS.spm.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.5,lognormal,127.3,0.16,lognormal,144.2,0.15,normal,184.5,14.6
-HUEF.PS.spm.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.6,0.18,lognormal,139.0,0.15,lognormal,158.3,0.15,normal,221.1,14.1
-HUEF.PS.spm.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.9,lognormal,144.1,0.15,lognormal,164.5,0.16,lognormal,250.0,0.1
-HUEF.PS.spm.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,20.5,lognormal,147.4,0.15,normal,165.9,21.4,normal,224.1,17.8
-HUEF.PS.spm.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,17.2,normal,130.2,15.6,lognormal,149.0,0.14,lognormal,193.2,0.11
-HUEF.PS.spm.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,17.6,lognormal,126.1,0.15,lognormal,143.1,0.15,lognormal,193.5,0.14
-HUEF.PS.spm.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,19.0,lognormal,137.5,0.14,lognormal,157.0,0.15,lognormal,204.0,0.1
-HUEF.PS.spm.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,20.4,lognormal,143.8,0.15,lognormal,163.5,0.15,normal,210.6,14.4
-HUEF.PS.spm.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.1,lognormal,147.4,0.15,lognormal,167.8,0.16,lognormal,242.7,0.13
-HUEF.PS.spm.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,18.9,normal,132.4,17.5,lognormal,151.4,0.15,lognormal,193.2,0.1
-HUEF.PS.spm.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.0,lognormal,126.4,0.15,lognormal,143.6,0.15,lognormal,213.4,0.16
-HUEF.PS.spm.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,19.6,lognormal,138.9,0.15,lognormal,157.7,0.15,lognormal,205.5,0.1
-HUEF.PS.spm.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.3,lognormal,145.0,0.15,lognormal,164.3,0.15,lognormal,216.8,0.09
-HUEF.PS.spm.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,21.8,normal,146.4,19.0,normal,165.9,21.9,normal,217.9,13.1
-HUEF.PS.spm.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,17.9,normal,131.3,16.3,lognormal,149.4,0.14,normal,191.1,16.8
-HUEF.PS.spm.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,18.0,lognormal,126.8,0.15,lognormal,143.9,0.15,lognormal,202.1,0.16
-HUEF.PS.spm.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,19.2,lognormal,137.9,0.14,lognormal,157.1,0.15,lognormal,204.1,0.1
-HUEF.PS.spm.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,20.7,lognormal,144.0,0.15,normal,163.5,22.6,normal,214.3,17.9
-HUEF.PS.spm.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,21.2,normal,146.8,19.2,lognormal,165.6,0.15,lognormal,240.0,0.1
-HUEF.PS.spm.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,17.9,normal,130.4,15.9,normal,148.1,18.4,normal,203.9,17.9
-HUEF.PS.spm.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.3,lognormal,126.5,0.15,lognormal,143.7,0.15,lognormal,200.4,0.13
-HUEF.PS.spm.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,18.5,lognormal,137.8,0.14,lognormal,157.1,0.15,normal,213.4,18.6
-HUEF.PS.spm.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,20.6,normal,143.5,19.1,normal,163.7,22.4,normal,229.8,20.3
-HUEF.PS.spm.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,21.5,lognormal,148.2,0.15,normal,167.5,22.7,normal,248.7,23.3
-HUEF.PS.spm.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,18.5,normal,131.8,17.1,lognormal,152.0,0.15,lognormal,206.1,0.11
-HUEF.PS.spm.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,18.6,lognormal,126.7,0.15,lognormal,143.9,0.15,lognormal,227.4,0.18
-HUEF.PS.spm.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,19.8,lognormal,138.5,0.15,lognormal,158.9,0.16,normal,215.3,18.4
-HUEF.PS.spm.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,20.6,lognormal,144.8,0.15,normal,164.3,22.9,normal,223.1,16.0
-HUEF.PS.spm.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.0,lognormal,146.9,0.14,lognormal,167.4,0.15,normal,234.8,20.3
-HUEF.PS.spm.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,18.3,normal,131.7,16.5,lognormal,150.0,0.14,lognormal,206.6,0.12
-HUEF.PS.spm.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,18.0,lognormal,126.9,0.15,lognormal,144.9,0.16,lognormal,207.6,0.13
-HUEF.PS.spm.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,19.2,normal,138.2,18.3,lognormal,157.9,0.15,lognormal,213.2,0.09
-HUEF.PS.spm.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,20.4,lognormal,144.3,0.15,normal,163.8,22.4,normal,221.1,14.2
-HUEF.PS.spm.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.0,lognormal,147.1,0.15,lognormal,167.7,0.15,normal,220.2,15.8
-HUEF.PS.spm.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,16.6,normal,129.2,14.9,normal,145.6,16.5,lognormal,193.7,0.1
-HUEF.PS.spm.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,17.5,lognormal,125.7,0.15,lognormal,142.7,0.15,lognormal,190.6,0.14
-HUEF.PS.spm.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,18.2,normal,136.3,16.5,lognormal,154.8,0.14,lognormal,203.5,0.09
-HUEF.PS.spm.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,19.9,normal,141.9,17.7,lognormal,162.9,0.15,normal,213.4,16.6
-HUEF.PS.spm.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,21.2,lognormal,147.4,0.15,lognormal,166.9,0.15,normal,241.6,26.7
-HUEF.PS.spm.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,18.0,lognormal,132.2,0.14,normal,150.0,19.3,lognormal,192.4,0.1
-HUEF.PS.spm.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,18.1,lognormal,127.0,0.15,lognormal,144.8,0.16,lognormal,208.5,0.18
-HUEF.PS.spm.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,19.0,lognormal,138.0,0.14,lognormal,157.6,0.16,lognormal,205.9,0.1
-HUEF.PS.spm.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.1,20.7,lognormal,144.9,0.15,lognormal,164.6,0.15,normal,212.2,14.3
-HUEF.PS.spm.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,20.5,lognormal,147.0,0.15,lognormal,166.5,0.15,normal,215.1,13.3
-HUEF.PS.spm.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,17.3,normal,130.3,16.0,normal,148.0,18.2,lognormal,191.7,0.1
-HUEF.PS.spm.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.8,lognormal,126.1,0.15,lognormal,144.2,0.16,lognormal,197.7,0.16
-HUEF.PS.spm.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,19.1,normal,137.4,17.6,normal,156.0,20.3,lognormal,201.4,0.08
-HUEF.PS.spm.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,20.2,lognormal,144.3,0.15,normal,162.9,21.7,lognormal,212.2,0.08
-HUEF.PS.spm.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,21.4,normal,146.3,18.6,lognormal,166.6,0.15,normal,248.2,24.5
-HUEF.PS.spm.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.7,normal,129.0,14.9,normal,146.5,16.7,normal,205.9,19.3
-HUEF.PS.spm.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.4,lognormal,126.3,0.15,lognormal,143.5,0.15,normal,197.6,21.6
-HUEF.PS.spm.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,18.2,normal,135.6,16.0,lognormal,154.8,0.14,normal,214.3,18.3
-HUEF.PS.spm.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.3,lognormal,142.7,0.14,lognormal,163.4,0.16,normal,223.3,15.1
-HUEF.PS.spm.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.1,lognormal,147.5,0.15,lognormal,167.4,0.15,normal,248.2,24.7
-HUEF.PS.spm.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,17.8,normal,131.1,16.4,lognormal,150.5,0.15,lognormal,205.5,0.11
-HUEF.PS.spm.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,18.6,lognormal,126.6,0.15,lognormal,144.2,0.16,lognormal,221.5,0.17
-HUEF.PS.spm.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,18.6,lognormal,138.1,0.14,lognormal,157.9,0.16,lognormal,215.5,0.09
-HUEF.PS.spm.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.4,lognormal,143.9,0.15,lognormal,165.4,0.16,normal,220.4,15.4
-HUEF.PS.spm.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,20.9,lognormal,147.4,0.15,normal,166.4,21.4,lognormal,240.0,0.1
-HUEF.PS.spm.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,17.6,normal,130.1,15.4,normal,148.8,19.1,lognormal,205.6,0.11
-HUEF.PS.spm.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,17.7,lognormal,126.7,0.15,lognormal,144.3,0.15,lognormal,204.5,0.13
-HUEF.PS.spm.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,18.7,lognormal,137.6,0.14,lognormal,156.6,0.14,normal,215.4,18.0
-HUEF.PS.spm.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.5,20.2,lognormal,143.5,0.14,lognormal,164.2,0.15,normal,218.8,13.2
-HUEF.PS.spm.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,20.7,normal,146.2,19.2,normal,166.8,22.3,normal,225.1,19.8
-HUEF.PS.spm.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,16.1,normal,127.7,14.1,normal,144.4,15.7,lognormal,191.6,0.09
-HUEF.PS.spm.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,17.0,normal,125.3,16.5,lognormal,141.6,0.14,lognormal,183.9,0.12
-HUEF.PS.spm.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.4,normal,135.0,15.9,normal,153.2,18.3,lognormal,203.6,0.1
-HUEF.PS.spm.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,19.0,lognormal,142.7,0.14,normal,161.9,20.8,normal,216.1,19.5
-HUEF.PS.spm.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,21.9,lognormal,147.9,0.15,lognormal,167.5,0.15,normal,220.5,16.6
-HUEF.PS.spm.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,17.8,normal,131.4,16.5,lognormal,149.2,0.14,lognormal,188.9,0.09
-HUEF.PS.spm.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.0,normal,126.1,17.4,normal,143.0,19.2,lognormal,201.9,0.16
-HUEF.PS.spm.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,19.0,normal,137.9,18.3,lognormal,157.9,0.15,lognormal,200.8,0.09
-HUEF.PS.spm.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,20.0,lognormal,144.1,0.15,lognormal,163.3,0.15,lognormal,215.2,0.09
-HUEF.PS.spm.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.2,normal,146.5,19.1,lognormal,167.0,0.15,lognormal,227.9,0.1
-HUEF.PS.spm.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,16.8,normal,129.6,15.1,normal,147.1,17.0,lognormal,189.9,0.09
-HUEF.PS.spm.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,17.8,lognormal,126.6,0.15,normal,143.1,19.3,lognormal,189.6,0.14
-HUEF.PS.spm.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,18.3,normal,136.8,17.6,lognormal,156.4,0.15,lognormal,201.2,0.1
-HUEF.PS.spm.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,20.3,lognormal,144.5,0.15,normal,162.2,21.3,normal,211.5,16.1
-HUEF.PS.spm.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,19.9,lognormal,146.1,0.14,lognormal,165.7,0.15,normal,238.7,22.7
-HUEF.PS.spm.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,15.8,normal,128.0,14.3,normal,145.1,15.4,lognormal,208.3,0.11
-HUEF.PS.spm.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,17.2,lognormal,125.8,0.15,lognormal,143.3,0.15,lognormal,197.5,0.13
-HUEF.PS.spm.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.3,normal,135.4,16.6,normal,153.6,18.3,normal,218.0,21.5
-HUEF.PS.spm.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,20.0,normal,142.5,17.9,lognormal,163.2,0.15,normal,234.0,21.8
-HUEF.PS.spm.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,21.5,lognormal,147.2,0.15,lognormal,168.4,0.16,normal,235.0,19.9
-HUEF.PS.spm.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,17.2,normal,131.0,16.4,normal,149.7,19.0,lognormal,203.2,0.11
-HUEF.PS.spm.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,17.9,lognormal,126.6,0.15,lognormal,144.4,0.15,lognormal,210.2,0.15
-HUEF.PS.spm.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,19.3,normal,137.8,17.7,lognormal,157.7,0.15,normal,212.5,18.4
-HUEF.PS.spm.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,20.3,lognormal,144.3,0.15,normal,164.8,23.2,normal,217.3,13.6
-HUEF.PS.spm.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,20.7,normal,146.4,18.7,normal,166.7,21.8,normal,239.1,21.8
-HUEF.PS.spm.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.6,normal,129.7,15.7,normal,147.7,17.6,lognormal,203.8,0.1
-HUEF.PS.spm.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.9,lognormal,126.4,0.15,lognormal,144.3,0.15,lognormal,198.4,0.13
-HUEF.PS.spm.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,18.5,lognormal,137.2,0.14,normal,156.2,20.6,lognormal,212.2,0.09
-HUEF.PS.spm.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.5,normal,143.4,18.7,lognormal,164.6,0.16,normal,219.7,15.7
-HUEF.PS.spm.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,22.5,lognormal,147.9,0.15,lognormal,167.6,0.15,normal,249.6,20.9
-HUEF.PS.spm.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.2,lognormal,134.2,0.15,lognormal,153.0,0.16,normal,225.2,19.4
-HUEF.PS.spm.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,18.6,lognormal,126.6,0.15,lognormal,144.8,0.16,normal,216.8,21.1
-HUEF.PS.spm.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,20.6,lognormal,139.0,0.15,lognormal,158.7,0.16,lognormal,250.0,0.12
-HUEF.PS.spm.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,20.9,lognormal,144.4,0.15,lognormal,164.1,0.15,normal,249.0,22.6
-HUEF.PS.spm.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,22.8,lognormal,148.3,0.15,normal,165.9,21.4,lognormal,250.0,0.06
-HUEF.PS.spm.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,20.1,lognormal,133.7,0.15,lognormal,152.6,0.16,normal,247.5,26.3
-HUEF.PS.spm.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,18.8,lognormal,126.5,0.15,lognormal,144.3,0.16,normal,218.1,16.5
-HUEF.PS.spm.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.6,lognormal,139.8,0.16,lognormal,157.9,0.15,lognormal,250.0,0.1
-HUEF.PS.spm.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.5,lognormal,144.1,0.14,lognormal,164.0,0.15,lognormal,250.0,0.08
-HUEF.PS.spm.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,22.2,lognormal,147.3,0.15,lognormal,166.7,0.15,normal,250.3,19.1
-HUEF.PS.spm.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,19.8,lognormal,134.4,0.15,lognormal,151.7,0.15,normal,231.0,18.4
-HUEF.PS.spm.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,19.0,lognormal,126.6,0.15,lognormal,143.9,0.15,normal,224.4,20.9
-HUEF.PS.spm.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,20.4,lognormal,138.7,0.15,lognormal,157.9,0.15,lognormal,250.0,0.1
-HUEF.PS.spm.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.0,0.15,lognormal,164.4,0.15,lognormal,250.0,0.08
-HUEF.PS.spm.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.2,21.0,lognormal,146.5,0.15,lognormal,167.5,0.16,lognormal,250.0,0.09
-HUEF.PS.spm.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,20.5,lognormal,134.1,0.15,lognormal,152.0,0.15,lognormal,231.7,0.1
-HUEF.PS.spm.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,18.9,lognormal,126.8,0.15,lognormal,144.2,0.16,normal,222.6,20.5
-HUEF.PS.spm.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,20.5,lognormal,139.0,0.15,lognormal,159.4,0.16,lognormal,250.0,0.12
-HUEF.PS.spm.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,21.5,lognormal,144.3,0.15,lognormal,163.4,0.15,normal,249.5,21.2
-HUEF.PS.spm.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,21.7,lognormal,148.1,0.15,lognormal,167.5,0.15,lognormal,250.0,0.06
-HUEF.PS.spm.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.0,lognormal,133.4,0.15,lognormal,153.1,0.16,normal,249.6,21.0
-HUEF.PS.spm.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,19.2,lognormal,126.6,0.15,lognormal,143.8,0.15,lognormal,230.0,0.08
-HUEF.PS.spm.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,20.1,lognormal,138.4,0.15,lognormal,158.0,0.16,normal,250.3,19.3
-HUEF.PS.spm.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.5,0.15,lognormal,165.0,0.16,lognormal,250.0,0.06
-HUEF.PS.spm.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,22.2,lognormal,148.0,0.15,lognormal,167.9,0.16,lognormal,250.0,0.06
-HUEF.PS.spm.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,19.8,lognormal,133.9,0.15,lognormal,152.3,0.16,normal,249.1,22.2
-HUEF.PS.spm.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.18,lognormal,126.9,0.15,lognormal,145.0,0.16,lognormal,230.0,0.08
-HUEF.PS.spm.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,20.9,lognormal,139.0,0.15,lognormal,158.5,0.15,lognormal,250.0,0.06
-HUEF.PS.spm.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.9,lognormal,144.1,0.15,lognormal,164.2,0.15,lognormal,250.0,0.06
-HUEF.S.L.bur.0.A.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,12.4,normal,109.4,12.0,normal,116.7,11.6,lognormal,162.8,0.1
-HUEF.S.L.bur.0.A.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.5,9.9,normal,93.1,8.7,lognormal,101.8,0.1,lognormal,139.9,0.1
-HUEF.S.L.bur.0.A.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.8,10.0,normal,92.7,9.6,normal,99.0,9.9,lognormal,139.9,0.12
-HUEF.S.L.bur.0.A.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,10.5,normal,99.4,9.6,lognormal,107.2,0.1,lognormal,149.5,0.1
-HUEF.S.L.bur.0.A.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,11.4,normal,105.7,10.8,normal,113.2,10.9,normal,157.0,13.8
-HUEF.S.L.bur.0.A.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,12.6,lognormal,120.5,0.09,lognormal,151.7,0.09,lognormal,187.7,0.11
-HUEF.S.L.bur.0.A.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,10.5,lognormal,96.9,0.1,normal,125.0,9.9,lognormal,158.9,0.15
-HUEF.S.L.bur.0.A.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,11.0,normal,99.6,9.8,lognormal,134.0,0.11,normal,177.7,16.6
-HUEF.S.L.bur.0.A.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,11.6,normal,105.3,9.5,lognormal,134.4,0.09,lognormal,169.4,0.13
-HUEF.S.L.bur.0.A.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,12.8,normal,114.3,9.8,normal,144.1,11.8,normal,179.1,18.0
-HUEF.S.L.bur.0.B.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,12.8,normal,110.4,12.6,normal,119.0,12.9,lognormal,167.7,0.11
-HUEF.S.L.bur.0.B.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,10.9,lognormal,95.7,0.11,normal,104.3,10.3,lognormal,146.5,0.11
-HUEF.S.L.bur.0.B.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.2,11.1,lognormal,94.7,0.12,lognormal,101.8,0.11,lognormal,143.0,0.11
-HUEF.S.L.bur.0.B.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,11.3,normal,101.5,10.6,normal,109.6,10.9,normal,154.2,15.0
-HUEF.S.L.bur.0.B.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,12.3,normal,107.5,12.0,lognormal,115.5,0.11,lognormal,161.7,0.1
-HUEF.S.L.bur.0.B.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.2,lognormal,125.0,0.1,normal,154.0,13.1,normal,200.2,20.6
-HUEF.S.L.bur.0.B.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.8,0.14,lognormal,102.2,0.12,normal,129.9,11.6,lognormal,168.7,0.14
-HUEF.S.L.bur.0.B.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.0,0.14,lognormal,104.8,0.12,normal,136.0,13.3,normal,178.4,17.5
-HUEF.S.L.bur.0.B.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,13.0,lognormal,110.6,0.11,normal,139.3,12.4,normal,180.3,20.3
-HUEF.S.L.bur.0.B.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,13.7,lognormal,119.9,0.11,normal,148.9,13.2,lognormal,191.0,0.11
-HUEF.S.L.bur.0.C.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,13.6,normal,111.9,13.4,lognormal,119.9,0.12,normal,169.7,16.7
-HUEF.S.L.bur.0.C.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,10.7,normal,99.1,10.6,normal,105.7,10.4,lognormal,148.6,0.11
-HUEF.S.L.bur.0.C.null.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.13,lognormal,97.3,0.13,normal,103.8,11.2,lognormal,143.8,0.11
-HUEF.S.L.bur.0.C.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,11.7,normal,104.5,11.9,lognormal,111.9,0.11,lognormal,157.0,0.11
-HUEF.S.L.bur.0.C.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,12.7,normal,109.2,12.8,lognormal,116.7,0.11,lognormal,164.2,0.11
-HUEF.S.L.bur.0.C.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,14.3,lognormal,131.2,0.1,lognormal,160.6,0.11,normal,210.7,17.6
-HUEF.S.L.bur.0.C.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,11.8,lognormal,109.5,0.11,normal,139.8,12.9,normal,181.4,18.9
-HUEF.S.L.bur.0.C.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,13.9,normal,113.1,12.4,normal,138.2,13.5,lognormal,179.5,0.1
-HUEF.S.L.bur.0.C.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,12.9,lognormal,118.0,0.11,lognormal,148.0,0.1,normal,191.8,19.0
-HUEF.S.L.bur.0.C.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,13.0,normal,126.0,11.7,normal,155.7,15.4,normal,204.1,17.9
-HUEF.S.L.bur.0.D.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.7,lognormal,112.9,0.14,lognormal,121.6,0.13,lognormal,181.4,0.11
-HUEF.S.L.bur.0.D.null.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.4,0.15,lognormal,103.9,0.14,lognormal,112.4,0.13,normal,159.4,13.4
-HUEF.S.L.bur.0.D.null.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.0,0.15,lognormal,99.5,0.14,lognormal,107.1,0.13,lognormal,147.1,0.09
-HUEF.S.L.bur.0.D.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.1,lognormal,107.2,0.14,lognormal,115.7,0.13,lognormal,168.1,0.1
-HUEF.S.L.bur.0.D.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,14.6,lognormal,110.8,0.14,lognormal,119.4,0.13,normal,175.9,17.0
-HUEF.S.L.bur.0.D.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,20.6,lognormal,146.7,0.14,lognormal,165.7,0.12,normal,213.0,24.0
-HUEF.S.L.bur.0.D.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,18.3,lognormal,134.8,0.15,normal,151.3,16.3,normal,191.8,22.0
-HUEF.S.L.bur.0.D.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,17.9,lognormal,128.2,0.14,normal,140.9,13.5,normal,178.5,20.4
-HUEF.S.L.bur.0.D.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,19.4,lognormal,139.0,0.14,normal,156.9,17.6,normal,200.7,23.3
-HUEF.S.L.bur.0.D.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,20.0,lognormal,143.8,0.14,normal,162.5,18.6,normal,213.3,26.3
-HUEF.S.L.bur.1.A.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,14.6,lognormal,112.7,0.14,lognormal,121.6,0.13,lognormal,177.6,0.11
-HUEF.S.L.bur.1.A.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,13.4,lognormal,103.4,0.14,lognormal,111.3,0.13,lognormal,154.5,0.12
-HUEF.S.L.bur.1.A.null.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.4,0.15,lognormal,99.0,0.14,lognormal,106.7,0.13,normal,160.5,19.8
-HUEF.S.L.bur.1.A.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.0,lognormal,107.1,0.14,normal,115.2,13.2,lognormal,162.6,0.11
-HUEF.S.L.bur.1.A.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,14.2,normal,110.2,13.6,lognormal,119.4,0.13,lognormal,171.8,0.11
-HUEF.S.L.bur.1.A.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,19.1,lognormal,145.4,0.14,lognormal,163.5,0.11,normal,248.3,24.5
-HUEF.S.L.bur.1.A.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,15.9,normal,127.9,13.9,lognormal,146.3,0.11,normal,215.5,18.3
-HUEF.S.L.bur.1.A.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,16.5,normal,126.3,15.3,lognormal,145.7,0.13,lognormal,201.9,0.09
-HUEF.S.L.bur.1.A.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,17.2,normal,135.0,15.2,lognormal,153.8,0.12,normal,219.6,16.2
-HUEF.S.L.bur.1.A.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,18.3,normal,141.8,17.0,lognormal,159.6,0.11,normal,234.7,20.4
-HUEF.S.L.bur.1.B.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,14.3,normal,111.9,13.7,lognormal,121.3,0.13,lognormal,175.6,0.11
-HUEF.S.L.bur.1.B.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,13.5,lognormal,103.6,0.14,normal,110.9,12.7,lognormal,152.5,0.13
-HUEF.S.L.bur.1.B.null.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.6,0.15,lognormal,99.3,0.14,lognormal,106.7,0.13,lognormal,159.3,0.15
-HUEF.S.L.bur.1.B.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.9,lognormal,107.0,0.14,lognormal,115.4,0.13,normal,159.8,16.4
-HUEF.S.L.bur.1.B.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,14.6,lognormal,110.9,0.14,lognormal,119.5,0.13,lognormal,170.5,0.11
-HUEF.S.L.bur.1.B.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,19.4,lognormal,145.5,0.14,normal,163.9,18.1,normal,248.7,23.3
-HUEF.S.L.bur.1.B.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,15.7,normal,127.3,13.1,lognormal,146.7,0.12,normal,213.7,17.6
-HUEF.S.L.bur.1.B.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,16.1,lognormal,126.0,0.13,lognormal,144.5,0.12,lognormal,204.6,0.1
-HUEF.S.L.bur.1.B.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,16.9,normal,134.6,15.2,normal,152.8,16.5,normal,223.3,18.2
-HUEF.S.L.bur.1.B.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,18.5,normal,140.9,16.3,normal,159.0,16.3,lognormal,250.0,0.12
-HUEF.S.L.bur.1.C.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,15.1,lognormal,113.2,0.14,lognormal,122.4,0.13,lognormal,173.5,0.1
-HUEF.S.L.bur.1.C.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,13.1,lognormal,103.3,0.14,lognormal,111.0,0.12,lognormal,150.2,0.12
-HUEF.S.L.bur.1.C.null.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.6,0.15,lognormal,99.3,0.14,lognormal,106.7,0.13,lognormal,155.9,0.14
-HUEF.S.L.bur.1.C.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.9,lognormal,107.1,0.14,lognormal,115.0,0.12,lognormal,158.6,0.11
-HUEF.S.L.bur.1.C.null.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.5,0.14,lognormal,110.1,0.14,lognormal,119.7,0.13,lognormal,166.4,0.1
-HUEF.S.L.bur.1.C.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,19.4,normal,144.1,17.0,normal,161.3,16.7,normal,248.2,24.6
-HUEF.S.L.bur.1.C.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,14.7,normal,125.0,12.1,normal,145.0,15.5,normal,211.5,18.4
-HUEF.S.L.bur.1.C.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,16.0,normal,124.4,14.1,lognormal,143.7,0.13,normal,203.2,19.6
-HUEF.S.L.bur.1.C.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,16.6,normal,132.9,14.4,normal,151.4,15.2,normal,221.9,16.3
-HUEF.S.L.bur.1.C.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,17.9,normal,139.5,15.4,lognormal,159.2,0.12,lognormal,250.0,0.12
-HUEF.S.L.bur.1.D.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.7,lognormal,112.9,0.14,lognormal,121.6,0.13,normal,191.2,20.0
-HUEF.S.L.bur.1.D.null.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.4,0.15,lognormal,103.9,0.14,lognormal,112.4,0.13,lognormal,178.6,0.12
-HUEF.S.L.bur.1.D.null.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.0,0.15,lognormal,99.5,0.14,lognormal,107.1,0.13,lognormal,169.1,0.12
-HUEF.S.L.bur.1.D.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.1,lognormal,107.2,0.14,lognormal,115.7,0.13,lognormal,184.6,0.12
-HUEF.S.L.bur.1.D.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,14.6,lognormal,110.8,0.14,lognormal,119.4,0.13,lognormal,189.2,0.12
-HUEF.S.L.bur.1.D.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.2,20.0,lognormal,145.6,0.14,normal,165.9,18.9,normal,250.0,20.0
-HUEF.S.L.bur.1.D.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.5,0.17,normal,134.4,17.6,lognormal,154.6,0.13,lognormal,240.6,0.13
-HUEF.S.L.bur.1.D.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,17.3,lognormal,128.8,0.14,lognormal,148.0,0.14,normal,205.1,14.8
-HUEF.S.L.bur.1.D.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,19.2,lognormal,138.9,0.14,normal,159.4,19.8,normal,224.3,15.1
-HUEF.S.L.bur.1.D.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,19.9,lognormal,143.2,0.14,normal,163.8,19.2,normal,248.7,23.4
-HUEF.S.L.spm.0.A.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,12.4,normal,109.3,12.0,normal,116.6,11.6,normal,160.8,14.3
-HUEF.S.L.spm.0.A.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.6,10.0,normal,93.2,8.8,lognormal,101.5,0.1,lognormal,138.4,0.1
-HUEF.S.L.spm.0.A.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.6,10.2,normal,92.6,9.5,normal,98.7,9.6,lognormal,137.4,0.12
-HUEF.S.L.spm.0.A.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.7,normal,99.4,9.7,lognormal,107.0,0.1,lognormal,147.8,0.1
-HUEF.S.L.spm.0.A.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,11.9,normal,105.6,11.0,normal,113.1,10.8,lognormal,156.3,0.1
-HUEF.S.L.spm.0.A.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,12.9,normal,118.8,10.6,normal,148.6,14.7,lognormal,188.8,0.11
-HUEF.S.L.spm.0.A.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.8,10.4,lognormal,96.7,0.1,normal,124.2,10.4,lognormal,157.8,0.14
-HUEF.S.L.spm.0.A.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.2,10.8,normal,99.0,9.9,normal,131.8,14.6,normal,177.6,17.0
-HUEF.S.L.spm.0.A.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,11.5,normal,104.8,9.4,normal,133.1,11.8,lognormal,168.6,0.13
-HUEF.S.L.spm.0.A.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,12.3,normal,113.4,9.8,normal,142.9,13.3,normal,179.1,18.2
-HUEF.S.L.spm.0.B.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,12.8,normal,110.4,12.5,normal,118.6,12.7,lognormal,166.6,0.11
-HUEF.S.L.spm.0.B.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,10.9,lognormal,95.6,0.11,normal,104.0,10.3,lognormal,144.8,0.11
-HUEF.S.L.spm.0.B.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,11.1,lognormal,94.5,0.12,normal,101.4,10.7,lognormal,141.3,0.11
-HUEF.S.L.spm.0.B.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,11.7,normal,101.6,10.7,lognormal,109.8,0.11,normal,153.0,15.2
-HUEF.S.L.spm.0.B.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,12.3,normal,107.3,11.9,lognormal,115.2,0.11,normal,160.9,15.8
-HUEF.S.L.spm.0.B.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,13.6,normal,122.3,12.1,normal,151.1,16.5,normal,201.0,21.1
-HUEF.S.L.spm.0.B.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,12.0,normal,101.1,10.8,lognormal,128.8,0.1,lognormal,168.8,0.14
-HUEF.S.L.spm.0.B.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.8,0.14,lognormal,103.3,0.12,normal,133.3,15.1,lognormal,178.0,0.1
-HUEF.S.L.spm.0.B.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,12.5,lognormal,109.2,0.11,normal,136.8,12.8,lognormal,180.3,0.13
-HUEF.S.L.spm.0.B.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,13.1,normal,116.8,11.1,normal,146.4,15.1,lognormal,192.4,0.12
-HUEF.S.L.spm.0.C.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,13.7,lognormal,111.9,0.13,lognormal,119.8,0.12,normal,168.3,16.8
-HUEF.S.L.spm.0.C.null.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,96.5,0.12,normal,99.1,10.8,normal,105.8,10.5,lognormal,147.5,0.11
-HUEF.S.L.spm.0.C.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.2,11.9,lognormal,97.0,0.13,normal,103.4,11.3,lognormal,143.0,0.11
-HUEF.S.L.spm.0.C.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,11.9,normal,104.1,11.7,lognormal,111.4,0.11,normal,155.0,15.3
-HUEF.S.L.spm.0.C.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,12.9,normal,109.0,12.8,normal,116.2,12.1,lognormal,163.8,0.11
-HUEF.S.L.spm.0.C.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.5,normal,126.9,12.8,normal,155.3,19.1,normal,212.5,19.8
-HUEF.S.L.spm.0.C.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,11.5,lognormal,107.8,0.11,normal,137.1,14.1,normal,181.3,19.7
-HUEF.S.L.spm.0.C.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,13.2,lognormal,110.1,0.12,normal,134.4,15.2,normal,178.6,16.0
-HUEF.S.L.spm.0.C.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,12.3,normal,115.2,11.3,normal,145.2,16.8,normal,191.8,18.3
-HUEF.S.L.spm.0.C.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,13.2,normal,123.1,12.4,normal,151.2,18.1,normal,201.0,16.6
-HUEF.S.L.spm.0.D.null.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.1,0.15,lognormal,112.9,0.14,lognormal,121.9,0.13,lognormal,182.3,0.11
-HUEF.S.L.spm.0.D.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,13.8,lognormal,103.5,0.14,lognormal,111.6,0.13,normal,159.8,13.9
-HUEF.S.L.spm.0.D.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,13.3,lognormal,99.0,0.14,lognormal,106.5,0.13,lognormal,147.0,0.09
-HUEF.S.L.spm.0.D.null.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.2,0.15,lognormal,107.0,0.14,lognormal,115.5,0.13,lognormal,168.7,0.1
-HUEF.S.L.spm.0.D.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.4,14.4,lognormal,110.3,0.14,lognormal,119.0,0.13,normal,175.7,17.2
-HUEF.S.L.spm.0.D.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,18.7,lognormal,136.4,0.15,lognormal,157.8,0.14,normal,213.0,24.0
-HUEF.S.L.spm.0.D.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,16.9,lognormal,124.7,0.15,lognormal,145.1,0.14,normal,191.8,22.0
-HUEF.S.L.spm.0.D.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.8,lognormal,119.5,0.15,normal,136.5,16.6,normal,178.5,20.4
-HUEF.S.L.spm.0.D.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.2,0.17,lognormal,128.9,0.15,normal,149.5,19.1,normal,200.7,23.2
-HUEF.S.L.spm.0.D.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,18.5,lognormal,133.0,0.15,lognormal,155.6,0.15,normal,213.3,26.3
-HUEF.S.L.spm.1.A.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,14.5,lognormal,112.6,0.14,lognormal,121.4,0.13,normal,176.6,17.3
-HUEF.S.L.spm.1.A.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,13.9,lognormal,103.7,0.14,normal,110.7,12.7,lognormal,153.5,0.12
-HUEF.S.L.spm.1.A.null.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.4,0.15,lognormal,99.2,0.14,lognormal,106.4,0.13,normal,159.8,20.2
-HUEF.S.L.spm.1.A.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.0,lognormal,106.8,0.14,lognormal,115.2,0.13,lognormal,162.6,0.12
-HUEF.S.L.spm.1.A.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,14.8,lognormal,110.7,0.14,lognormal,119.7,0.13,lognormal,171.7,0.11
-HUEF.S.L.spm.1.A.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,18.3,lognormal,135.4,0.15,normal,156.8,20.0,normal,248.2,24.7
-HUEF.S.L.spm.1.A.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,15.4,normal,121.9,14.9,normal,141.1,16.5,normal,214.8,17.6
-HUEF.S.L.spm.1.A.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,15.9,lognormal,118.6,0.15,lognormal,139.3,0.15,normal,202.1,17.6
-HUEF.S.L.spm.1.A.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,16.7,lognormal,127.8,0.15,normal,147.0,17.6,normal,223.0,16.5
-HUEF.S.L.spm.1.A.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,17.6,lognormal,133.0,0.15,normal,153.6,19.1,lognormal,250.0,0.13
-HUEF.S.L.spm.1.B.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,14.7,lognormal,112.6,0.14,lognormal,121.6,0.13,lognormal,175.2,0.11
-HUEF.S.L.spm.1.B.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,13.6,lognormal,103.5,0.14,lognormal,111.2,0.13,lognormal,150.9,0.12
-HUEF.S.L.spm.1.B.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.1,13.2,lognormal,99.0,0.14,lognormal,106.2,0.13,normal,158.1,21.2
-HUEF.S.L.spm.1.B.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.3,lognormal,107.0,0.14,lognormal,115.0,0.13,normal,158.9,16.8
-HUEF.S.L.spm.1.B.null.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.6,0.15,lognormal,110.4,0.14,lognormal,119.2,0.13,lognormal,168.9,0.12
-HUEF.S.L.spm.1.B.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,17.9,lognormal,135.3,0.15,normal,157.4,20.4,normal,248.7,23.3
-HUEF.S.L.spm.1.B.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,15.5,normal,122.0,15.1,normal,141.0,16.6,lognormal,220.9,0.11
-HUEF.S.L.spm.1.B.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,15.7,lognormal,118.0,0.14,normal,137.9,17.9,normal,202.5,17.6
-HUEF.S.L.spm.1.B.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,16.6,normal,127.8,16.9,lognormal,148.3,0.14,normal,222.6,16.1
-HUEF.S.L.spm.1.B.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,17.6,lognormal,133.0,0.15,lognormal,154.0,0.14,lognormal,250.0,0.13
-HUEF.S.L.spm.1.C.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,15.0,lognormal,113.1,0.14,lognormal,121.6,0.13,lognormal,172.5,0.1
-HUEF.S.L.spm.1.C.null.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.4,0.15,lognormal,103.2,0.14,lognormal,110.6,0.12,lognormal,148.2,0.12
-HUEF.S.L.spm.1.C.null.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.2,0.15,lognormal,99.1,0.14,lognormal,106.3,0.13,normal,154.7,20.3
-HUEF.S.L.spm.1.C.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,13.8,lognormal,106.8,0.14,lognormal,114.9,0.13,normal,157.2,16.0
-HUEF.S.L.spm.1.C.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,14.4,normal,110.2,13.7,lognormal,119.0,0.13,normal,166.1,16.3
-HUEF.S.L.spm.1.C.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,18.6,normal,134.8,17.7,normal,155.4,19.2,normal,248.2,24.6
-HUEF.S.L.spm.1.C.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,14.8,normal,120.8,14.0,lognormal,141.2,0.13,normal,210.7,16.5
-HUEF.S.L.spm.1.C.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.8,normal,118.2,15.7,lognormal,137.3,0.14,normal,201.0,17.7
-HUEF.S.L.spm.1.C.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,16.1,normal,126.5,15.9,lognormal,147.3,0.13,normal,223.9,18.6
-HUEF.S.L.spm.1.C.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,17.7,normal,131.8,17.1,lognormal,153.4,0.14,normal,247.6,26.3
-HUEF.S.L.spm.1.D.null.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.1,0.15,lognormal,112.9,0.14,lognormal,121.9,0.13,normal,191.1,20.1
-HUEF.S.L.spm.1.D.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,13.8,lognormal,103.5,0.14,lognormal,111.6,0.13,lognormal,178.4,0.12
-HUEF.S.L.spm.1.D.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,13.3,lognormal,99.0,0.14,lognormal,106.4,0.13,lognormal,170.4,0.12
-HUEF.S.L.spm.1.D.null.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.2,0.15,lognormal,107.0,0.14,lognormal,115.5,0.13,lognormal,184.4,0.12
-HUEF.S.L.spm.1.D.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.4,14.4,lognormal,110.3,0.14,lognormal,119.0,0.13,lognormal,191.7,0.13
-HUEF.S.L.spm.1.D.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,18.4,normal,135.1,17.9,lognormal,158.2,0.15,normal,250.0,20.0
-HUEF.S.L.spm.1.D.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,17.0,lognormal,124.8,0.15,normal,145.3,19.1,lognormal,240.6,0.13
-HUEF.S.L.spm.1.D.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,16.7,lognormal,119.3,0.15,normal,138.8,18.3,normal,205.1,14.8
-HUEF.S.L.spm.1.D.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.17,lognormal,128.8,0.15,lognormal,151.0,0.15,normal,224.3,15.1
-HUEF.S.L.spm.1.D.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,18.6,lognormal,133.1,0.15,lognormal,155.6,0.15,normal,248.7,23.4
-HUEF.S.M.bur.0.A.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,12.3,normal,116.2,10.7,lognormal,128.6,0.1,normal,177.5,16.8
-HUEF.S.M.bur.0.A.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.9,9.8,normal,95.9,8.7,normal,110.1,10.5,lognormal,149.8,0.13
-HUEF.S.M.bur.0.A.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.3,10.2,lognormal,96.7,0.1,normal,106.1,10.4,normal,154.4,15.9
-HUEF.S.M.bur.0.A.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.8,10.7,normal,103.5,9.1,lognormal,117.5,0.1,normal,159.7,17.0
-HUEF.S.M.bur.0.A.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,11.9,normal,111.5,9.9,lognormal,124.2,0.1,lognormal,172.9,0.12
-HUEF.S.M.bur.0.A.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,12.4,normal,121.5,9.8,lognormal,153.9,0.08,normal,186.0,19.6
-HUEF.S.M.bur.0.A.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,10.2,lognormal,97.4,0.1,lognormal,124.1,0.09,lognormal,156.7,0.18
-HUEF.S.M.bur.0.A.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,11.0,normal,100.5,9.8,lognormal,142.2,0.12,normal,187.7,20.2
-HUEF.S.M.bur.0.A.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,11.5,normal,105.8,9.3,lognormal,134.3,0.09,lognormal,166.4,0.15
-HUEF.S.M.bur.0.A.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,12.2,normal,115.5,9.8,lognormal,146.7,0.09,lognormal,177.9,0.13
-HUEF.S.M.bur.0.B.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,13.1,lognormal,119.1,0.11,lognormal,130.6,0.1,lognormal,188.2,0.1
-HUEF.S.M.bur.0.B.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,11.9,lognormal,100.1,0.11,normal,113.6,11.5,lognormal,157.9,0.12
-HUEF.S.M.bur.0.B.null.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,96.3,0.13,lognormal,99.9,0.12,lognormal,109.5,0.11,lognormal,154.2,0.1
-HUEF.S.M.bur.0.B.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.1,12.0,normal,106.7,10.2,lognormal,120.6,0.11,lognormal,170.0,0.12
-HUEF.S.M.bur.0.B.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,12.5,normal,114.2,11.1,normal,126.6,12.5,normal,179.6,17.4
-HUEF.S.M.bur.0.B.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,14.9,lognormal,128.1,0.11,normal,160.2,14.3,lognormal,204.3,0.14
-HUEF.S.M.bur.0.B.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.1,0.14,lognormal,103.5,0.12,lognormal,130.8,0.11,lognormal,172.9,0.18
-HUEF.S.M.bur.0.B.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.5,0.15,lognormal,107.5,0.13,lognormal,145.5,0.11,normal,187.6,18.9
-HUEF.S.M.bur.0.B.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,13.3,lognormal,112.6,0.12,lognormal,142.7,0.12,lognormal,183.0,0.15
-HUEF.S.M.bur.0.B.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,13.9,normal,122.0,12.8,lognormal,154.2,0.11,lognormal,196.3,0.15
-HUEF.S.M.bur.0.C.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.1,13.4,normal,122.8,13.6,lognormal,133.9,0.11,normal,193.8,17.9
-HUEF.S.M.bur.0.C.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,10.9,normal,105.5,10.5,normal,115.8,11.4,lognormal,165.6,0.11
-HUEF.S.M.bur.0.C.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,12.3,normal,104.3,11.9,normal,113.5,12.2,lognormal,153.9,0.1
-HUEF.S.M.bur.0.C.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,11.8,normal,112.3,11.6,lognormal,123.0,0.11,normal,176.6,16.9
-HUEF.S.M.bur.0.C.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,12.3,lognormal,119.2,0.12,normal,129.7,12.9,lognormal,187.8,0.1
-HUEF.S.M.bur.0.C.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,14.1,lognormal,138.3,0.1,normal,177.9,16.8,normal,217.7,16.2
-HUEF.S.M.bur.0.C.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,12.3,normal,113.2,11.8,lognormal,149.4,0.1,normal,191.6,24.0
-HUEF.S.M.bur.0.C.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,14.5,lognormal,119.0,0.12,normal,148.8,13.3,normal,189.2,18.9
-HUEF.S.M.bur.0.C.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,12.7,normal,122.1,11.8,normal,159.5,14.4,normal,201.9,18.8
-HUEF.S.M.bur.0.C.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,13.8,lognormal,131.8,0.1,normal,171.3,16.6,normal,218.6,23.3
-HUEF.S.M.bur.0.D.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.2,lognormal,125.3,0.14,lognormal,138.8,0.13,normal,202.4,20.2
-HUEF.S.M.bur.0.D.null.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.9,0.14,lognormal,113.5,0.14,lognormal,125.4,0.13,normal,171.4,13.5
-HUEF.S.M.bur.0.D.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,13.9,lognormal,107.6,0.14,lognormal,119.0,0.13,lognormal,155.8,0.09
-HUEF.S.M.bur.0.D.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,15.1,lognormal,117.9,0.14,lognormal,130.0,0.13,normal,184.7,17.2
-HUEF.S.M.bur.0.D.null.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,lognormal,123.3,0.14,lognormal,135.1,0.12,normal,198.2,20.8
-HUEF.S.M.bur.0.D.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.8,22.5,normal,163.2,19.1,normal,186.8,18.8,normal,219.4,19.2
-HUEF.S.M.bur.0.D.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,19.7,lognormal,149.0,0.14,normal,166.2,15.2,lognormal,202.4,0.13
-HUEF.S.M.bur.0.D.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,19.2,normal,139.9,17.2,normal,152.8,12.8,normal,183.7,20.2
-HUEF.S.M.bur.0.D.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,21.5,normal,154.7,19.0,lognormal,176.1,0.11,normal,212.8,23.7
-HUEF.S.M.bur.0.D.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,20.7,normal,160.1,19.7,lognormal,183.2,0.11,normal,226.8,27.1
-HUEF.S.M.bur.1.A.null.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.3,0.15,lognormal,125.9,0.14,lognormal,138.8,0.13,normal,194.6,16.7
-HUEF.S.M.bur.1.A.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.9,lognormal,113.1,0.14,normal,124.0,14.2,normal,164.4,16.0
-HUEF.S.M.bur.1.A.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.6,normal,106.7,13.0,lognormal,118.1,0.13,lognormal,166.5,0.13
-HUEF.S.M.bur.1.A.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.4,lognormal,117.8,0.14,normal,129.5,14.8,lognormal,176.2,0.1
-HUEF.S.M.bur.1.A.null.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.14,lognormal,122.5,0.14,normal,134.7,15.6,lognormal,188.4,0.1
-HUEF.S.M.bur.1.A.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,19.8,normal,160.0,17.7,normal,183.6,17.9,lognormal,250.0,0.06
-HUEF.S.M.bur.1.A.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.7,normal,136.8,13.3,normal,160.5,15.5,lognormal,230.0,0.11
-HUEF.S.M.bur.1.A.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,17.4,normal,136.6,15.1,lognormal,157.0,0.11,normal,211.1,20.0
-HUEF.S.M.bur.1.A.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,17.2,normal,146.1,14.5,normal,169.0,16.3,normal,247.6,26.4
-HUEF.S.M.bur.1.A.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,18.5,normal,154.8,16.6,lognormal,179.2,0.11,normal,249.6,21.0
-HUEF.S.M.bur.1.B.null.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.4,0.14,lognormal,125.4,0.14,normal,136.5,14.4,normal,194.8,19.2
-HUEF.S.M.bur.1.B.null.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.5,0.14,lognormal,112.9,0.14,lognormal,123.0,0.12,lognormal,163.6,0.1
-HUEF.S.M.bur.1.B.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.3,normal,106.6,12.8,lognormal,118.0,0.13,lognormal,163.3,0.12
-HUEF.S.M.bur.1.B.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,14.3,lognormal,117.7,0.13,lognormal,129.4,0.13,lognormal,176.3,0.11
-HUEF.S.M.bur.1.B.null.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.14,lognormal,122.6,0.14,normal,134.6,15.4,normal,188.0,19.8
-HUEF.S.M.bur.1.B.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.1,19.8,normal,158.4,16.4,lognormal,184.4,0.11,normal,250.3,19.1
-HUEF.S.M.bur.1.B.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,15.0,lognormal,135.6,0.1,normal,160.3,15.7,normal,236.2,25.4
-HUEF.S.M.bur.1.B.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,17.7,normal,135.7,15.0,normal,155.8,15.7,normal,210.3,18.4
-HUEF.S.M.bur.1.B.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,16.4,lognormal,145.3,0.11,normal,169.7,16.5,normal,248.2,24.6
-HUEF.S.M.bur.1.B.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,18.0,normal,153.7,15.4,lognormal,179.0,0.11,lognormal,250.0,0.09
-HUEF.S.M.bur.1.C.null.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.2,0.14,lognormal,125.1,0.13,lognormal,137.6,0.12,normal,192.2,18.7
-HUEF.S.M.bur.1.C.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,13.4,lognormal,112.5,0.13,lognormal,122.7,0.12,normal,161.5,15.2
-HUEF.S.M.bur.1.C.null.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.0,0.14,normal,106.6,12.9,lognormal,117.6,0.13,normal,158.5,17.0
-HUEF.S.M.bur.1.C.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,14.3,lognormal,117.6,0.13,lognormal,128.3,0.12,normal,173.5,16.7
-HUEF.S.M.bur.1.C.null.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.5,0.14,lognormal,122.3,0.13,lognormal,134.4,0.12,lognormal,184.8,0.11
-HUEF.S.M.bur.1.C.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,19.0,normal,157.0,16.0,lognormal,182.9,0.11,normal,250.0,19.9
-HUEF.S.M.bur.1.C.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,14.5,normal,132.7,12.2,lognormal,158.1,0.1,normal,226.9,21.6
-HUEF.S.M.bur.1.C.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,16.8,normal,134.0,14.1,lognormal,153.9,0.11,lognormal,209.8,0.11
-HUEF.S.M.bur.1.C.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,15.7,normal,142.1,13.7,lognormal,167.7,0.11,lognormal,250.0,0.1
-HUEF.S.M.bur.1.C.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,17.4,normal,151.9,15.0,normal,176.3,16.9,normal,250.0,20.0
-HUEF.S.M.bur.1.D.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,16.3,lognormal,125.4,0.14,lognormal,138.8,0.13,normal,214.5,20.0
-HUEF.S.M.bur.1.D.null.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.8,0.14,lognormal,113.4,0.14,lognormal,125.4,0.13,normal,198.0,21.3
-HUEF.S.M.bur.1.D.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,13.8,lognormal,107.7,0.14,lognormal,119.0,0.13,lognormal,187.8,0.12
-HUEF.S.M.bur.1.D.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,15.1,lognormal,118.0,0.14,lognormal,130.0,0.13,lognormal,203.6,0.11
-HUEF.S.M.bur.1.D.null.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,lognormal,123.2,0.14,lognormal,135.2,0.12,normal,210.2,19.9
-HUEF.S.M.bur.1.D.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.8,21.7,normal,163.6,19.6,normal,189.3,20.3,lognormal,250.0,0.06
-HUEF.S.M.bur.1.D.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,20.2,lognormal,148.4,0.13,lognormal,173.5,0.13,normal,249.5,21.3
-HUEF.S.M.bur.1.D.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,18.6,normal,140.2,17.1,lognormal,164.3,0.13,normal,222.6,16.8
-HUEF.S.M.bur.1.D.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,20.3,normal,155.1,19.2,lognormal,181.0,0.12,lognormal,250.0,0.08
-HUEF.S.M.bur.1.D.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,21.4,lognormal,160.9,0.14,lognormal,187.6,0.12,normal,250.3,19.1
-HUEF.S.M.spm.0.A.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,12.2,normal,116.1,10.5,lognormal,128.5,0.1,lognormal,177.5,0.1
-HUEF.S.M.spm.0.A.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.9,9.8,normal,95.9,8.7,lognormal,110.3,0.1,lognormal,148.9,0.13
-HUEF.S.M.spm.0.A.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.3,10.3,lognormal,96.7,0.1,normal,106.0,10.4,lognormal,153.7,0.12
-HUEF.S.M.spm.0.A.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,10.9,normal,103.5,9.2,lognormal,116.8,0.1,lognormal,158.1,0.11
-HUEF.S.M.spm.0.A.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,11.7,normal,111.8,10.0,lognormal,124.1,0.1,lognormal,170.2,0.11
-HUEF.S.M.spm.0.A.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,12.3,lognormal,121.3,0.09,lognormal,152.4,0.08,lognormal,184.9,0.11
-HUEF.S.M.spm.0.A.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,10.0,normal,97.2,8.8,lognormal,124.2,0.09,lognormal,155.7,0.16
-HUEF.S.M.spm.0.A.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,10.7,normal,100.3,9.9,normal,139.5,14.7,normal,187.6,18.6
-HUEF.S.M.spm.0.A.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,11.3,normal,105.8,9.5,lognormal,133.8,0.09,lognormal,167.6,0.15
-HUEF.S.M.spm.0.A.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,12.0,normal,115.0,9.5,normal,145.3,11.8,lognormal,178.5,0.13
-HUEF.S.M.spm.0.B.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,12.6,normal,118.6,11.8,normal,130.7,12.7,lognormal,186.2,0.1
-HUEF.S.M.spm.0.B.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,11.7,lognormal,99.9,0.11,normal,113.1,11.4,normal,157.5,17.1
-HUEF.S.M.spm.0.B.null.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.8,0.13,normal,99.5,10.5,normal,109.3,11.6,normal,153.4,15.1
-HUEF.S.M.spm.0.B.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.8,12.1,normal,106.8,10.4,lognormal,120.1,0.11,lognormal,168.2,0.11
-HUEF.S.M.spm.0.B.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,12.4,normal,114.1,11.0,normal,126.5,12.4,normal,179.5,18.1
-HUEF.S.M.spm.0.B.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,14.1,normal,126.2,11.6,lognormal,158.6,0.1,lognormal,205.4,0.14
-HUEF.S.M.spm.0.B.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,96.8,0.14,lognormal,103.4,0.12,lognormal,130.4,0.11,lognormal,171.5,0.17
-HUEF.S.M.spm.0.B.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.4,0.14,lognormal,106.6,0.13,lognormal,143.0,0.11,normal,185.9,17.8
-HUEF.S.M.spm.0.B.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,12.9,lognormal,112.0,0.12,lognormal,140.9,0.11,lognormal,185.4,0.16
-HUEF.S.M.spm.0.B.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,13.5,lognormal,121.6,0.11,lognormal,152.8,0.11,lognormal,197.7,0.15
-HUEF.S.M.spm.0.C.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,13.6,normal,122.8,13.9,lognormal,133.5,0.11,normal,192.3,17.7
-HUEF.S.M.spm.0.C.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,11.0,normal,105.6,10.5,lognormal,115.8,0.11,lognormal,164.2,0.1
-HUEF.S.M.spm.0.C.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,12.4,lognormal,104.4,0.13,normal,113.2,12.2,normal,153.2,15.0
-HUEF.S.M.spm.0.C.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,12.0,normal,112.5,11.7,normal,122.5,12.2,lognormal,176.4,0.11
-HUEF.S.M.spm.0.C.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,12.7,normal,119.0,13.0,lognormal,129.6,0.11,lognormal,185.8,0.1
-HUEF.S.M.spm.0.C.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,13.5,lognormal,135.8,0.1,normal,173.8,17.9,normal,221.9,18.8
-HUEF.S.M.spm.0.C.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,11.8,normal,112.4,11.6,lognormal,147.5,0.11,lognormal,191.3,0.13
-HUEF.S.M.spm.0.C.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.0,normal,116.2,12.0,normal,147.0,14.5,normal,188.4,17.8
-HUEF.S.M.spm.0.C.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,12.7,normal,121.2,11.9,normal,157.2,14.8,lognormal,202.9,0.12
-HUEF.S.M.spm.0.C.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,13.4,normal,129.8,11.9,normal,168.4,17.1,normal,213.7,18.1
-HUEF.S.M.spm.0.D.null.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.14,normal,124.8,15.4,lognormal,137.2,0.12,lognormal,204.6,0.12
-HUEF.S.M.spm.0.D.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,14.6,lognormal,113.3,0.14,lognormal,125.0,0.13,normal,171.2,13.9
-HUEF.S.M.spm.0.D.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,13.8,normal,106.8,13.0,lognormal,118.3,0.13,normal,155.6,12.3
-HUEF.S.M.spm.0.D.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,15.1,lognormal,118.0,0.14,lognormal,130.0,0.13,normal,184.6,17.2
-HUEF.S.M.spm.0.D.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,15.7,lognormal,122.8,0.13,lognormal,135.5,0.13,normal,195.0,18.6
-HUEF.S.M.spm.0.D.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,19.6,lognormal,151.7,0.14,normal,181.3,21.6,normal,227.9,24.3
-HUEF.S.M.spm.0.D.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,18.2,lognormal,137.9,0.14,normal,163.4,18.3,normal,203.2,23.1
-HUEF.S.M.spm.0.D.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.3,0.16,lognormal,131.0,0.15,normal,150.7,15.5,lognormal,185.3,0.13
-HUEF.S.M.spm.0.D.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,19.5,lognormal,144.4,0.15,normal,171.6,20.8,normal,216.2,26.4
-HUEF.S.M.spm.0.D.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,20.0,lognormal,150.1,0.15,normal,178.2,21.8,lognormal,226.9,0.14
-HUEF.S.M.spm.1.A.null.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.4,lognormal,125.2,0.14,normal,137.6,15.9,normal,193.7,16.8
-HUEF.S.M.spm.1.A.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,13.9,lognormal,112.6,0.13,lognormal,123.1,0.12,lognormal,163.5,0.11
-HUEF.S.M.spm.1.A.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,13.9,lognormal,107.5,0.14,lognormal,118.0,0.13,lognormal,165.4,0.13
-HUEF.S.M.spm.1.A.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,14.9,lognormal,117.6,0.14,lognormal,129.1,0.12,lognormal,176.4,0.11
-HUEF.S.M.spm.1.A.null.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.14,lognormal,122.4,0.14,lognormal,134.0,0.12,lognormal,185.8,0.09
-HUEF.S.M.spm.1.A.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,19.4,lognormal,151.5,0.14,normal,178.9,20.1,lognormal,250.0,0.06
-HUEF.S.M.spm.1.A.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,15.6,normal,132.0,14.1,normal,156.8,15.9,normal,225.7,19.1
-HUEF.S.M.spm.1.A.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.6,lognormal,129.8,0.14,normal,153.1,17.9,normal,208.3,18.2
-HUEF.S.M.spm.1.A.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,17.0,normal,140.0,16.5,normal,165.7,17.5,normal,235.4,19.3
-HUEF.S.M.spm.1.A.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,18.2,lognormal,148.1,0.14,normal,173.9,19.0,normal,249.6,20.9
-HUEF.S.M.spm.1.B.null.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.0,0.14,lognormal,125.2,0.14,lognormal,137.9,0.13,normal,193.4,18.2
-HUEF.S.M.spm.1.B.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,13.9,lognormal,112.6,0.13,lognormal,122.9,0.12,normal,162.9,16.3
-HUEF.S.M.spm.1.B.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,13.7,normal,106.6,13.0,lognormal,117.7,0.13,lognormal,163.5,0.13
-HUEF.S.M.spm.1.B.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,14.3,lognormal,117.4,0.13,lognormal,128.8,0.12,lognormal,175.2,0.11
-HUEF.S.M.spm.1.B.null.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,15.8,lognormal,122.7,0.14,lognormal,134.7,0.12,normal,187.5,18.8
-HUEF.S.M.spm.1.B.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,18.0,lognormal,151.3,0.14,lognormal,179.8,0.13,lognormal,250.0,0.06
-HUEF.S.M.spm.1.B.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,15.4,normal,131.2,14.2,lognormal,158.6,0.12,normal,225.0,20.1
-HUEF.S.M.spm.1.B.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,16.3,lognormal,129.3,0.14,normal,152.1,17.5,normal,213.0,21.1
-HUEF.S.M.spm.1.B.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,17.1,normal,139.1,15.6,lognormal,166.7,0.12,normal,248.5,24.0
-HUEF.S.M.spm.1.B.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,17.8,lognormal,146.4,0.13,normal,174.7,20.1,lognormal,250.0,0.09
-HUEF.S.M.spm.1.C.null.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.14,lognormal,124.9,0.13,lognormal,136.9,0.12,normal,191.4,18.5
-HUEF.S.M.spm.1.C.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,13.4,lognormal,112.5,0.13,lognormal,122.2,0.12,normal,160.1,14.9
-HUEF.S.M.spm.1.C.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,13.7,normal,106.6,13.0,lognormal,116.6,0.12,normal,157.5,16.9
-HUEF.S.M.spm.1.C.null.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.6,lognormal,117.5,0.13,lognormal,127.9,0.12,normal,172.3,17.0
-HUEF.S.M.spm.1.C.null.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.14,lognormal,122.4,0.14,lognormal,134.8,0.13,lognormal,183.6,0.11
-HUEF.S.M.spm.1.C.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,19.0,normal,151.0,18.7,lognormal,178.4,0.12,normal,250.3,19.3
-HUEF.S.M.spm.1.C.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.7,normal,128.5,12.7,normal,155.9,16.0,normal,224.3,21.3
-HUEF.S.M.spm.1.C.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,16.0,normal,128.0,15.5,normal,151.1,17.2,normal,210.5,21.9
-HUEF.S.M.spm.1.C.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,15.8,normal,137.2,14.7,normal,163.8,17.4,normal,235.7,18.8
-HUEF.S.M.spm.1.C.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,18.2,normal,145.6,16.8,normal,172.6,18.8,normal,249.6,20.9
-HUEF.S.M.spm.1.D.null.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.14,normal,124.8,15.4,lognormal,137.4,0.12,normal,215.3,19.7
-HUEF.S.M.spm.1.D.null.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,14.8,lognormal,113.7,0.14,lognormal,125.2,0.13,lognormal,198.6,0.12
-HUEF.S.M.spm.1.D.null.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.9,lognormal,107.2,0.14,lognormal,118.1,0.13,lognormal,188.3,0.12
-HUEF.S.M.spm.1.D.null.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,117.8,0.14,lognormal,130.0,0.13,lognormal,206.1,0.12
-HUEF.S.M.spm.1.D.null.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.6,0.14,lognormal,122.8,0.14,normal,134.7,15.5,normal,209.8,21.2
-HUEF.S.M.spm.1.D.null.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,20.0,lognormal,151.4,0.14,lognormal,185.2,0.15,lognormal,250.0,0.06
-HUEF.S.M.spm.1.D.null.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,18.5,lognormal,138.1,0.15,lognormal,166.6,0.14,normal,249.0,22.6
-HUEF.S.M.spm.1.D.null.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.4,0.17,lognormal,131.9,0.15,lognormal,157.7,0.14,lognormal,218.7,0.08
-HUEF.S.M.spm.1.D.null.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,19.2,lognormal,144.1,0.15,normal,171.4,20.8,normal,250.0,19.9
-HUEF.S.M.spm.1.D.null.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.8,lognormal,149.5,0.14,lognormal,180.4,0.14,lognormal,250.0,0.06
-HUEF.S.S.bur.0.A.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,12.0,normal,120.2,9.5,normal,146.7,10.7,lognormal,183.2,0.11
-HUEF.S.S.bur.0.A.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,9.9,normal,96.4,8.5,lognormal,120.0,0.08,lognormal,153.3,0.15
-HUEF.S.S.bur.0.A.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,10.8,normal,97.7,9.1,lognormal,120.5,0.11,normal,157.6,14.4
-HUEF.S.S.bur.0.A.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,11.1,normal,104.8,8.8,normal,129.2,9.4,lognormal,162.7,0.12
-HUEF.S.S.bur.0.A.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,12.0,normal,114.3,9.0,normal,139.9,10.2,lognormal,176.2,0.12
-HUEF.S.S.bur.0.A.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,12.7,normal,126.0,9.0,lognormal,147.6,0.08,lognormal,183.3,0.13
-HUEF.S.S.bur.0.A.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.3,normal,102.0,9.1,normal,120.2,9.6,lognormal,149.8,0.15
-HUEF.S.S.bur.0.A.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,11.7,normal,105.0,10.0,lognormal,121.5,0.1,normal,156.1,14.2
-HUEF.S.S.bur.0.A.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,11.3,normal,110.9,9.5,normal,129.3,9.6,lognormal,159.6,0.13
-HUEF.S.S.bur.0.A.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,11.6,normal,120.6,9.8,normal,140.0,10.1,lognormal,174.5,0.13
-HUEF.S.S.bur.0.A.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.5,24.4,lognormal,198.8,0.16,normal,210.2,26.3,lognormal,250.0,0.08
-HUEF.S.S.bur.0.A.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.3,23.1,lognormal,175.1,0.15,lognormal,186.6,0.14,normal,226.4,19.1
-HUEF.S.S.bur.0.A.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.7,0.18,normal,161.0,20.8,normal,169.9,19.2,normal,211.5,20.9
-HUEF.S.S.bur.0.A.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,24.0,lognormal,183.6,0.15,lognormal,197.9,0.15,normal,248.7,23.5
-HUEF.S.S.bur.0.A.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,163.6,25.6,lognormal,195.1,0.15,normal,208.3,28.1,lognormal,250.0,0.07
-HUEF.S.S.bur.0.B.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,14.9,normal,126.7,11.1,normal,153.2,13.5,lognormal,198.2,0.12
-HUEF.S.S.bur.0.B.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.3,0.14,lognormal,103.2,0.11,normal,125.9,10.9,lognormal,164.1,0.13
-HUEF.S.S.bur.0.B.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,13.3,lognormal,104.2,0.12,lognormal,122.4,0.11,normal,158.3,16.5
-HUEF.S.S.bur.0.B.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,13.0,normal,111.8,11.0,normal,135.6,11.9,lognormal,177.6,0.13
-HUEF.S.S.bur.0.B.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,13.9,lognormal,122.0,0.11,normal,146.0,12.9,normal,191.8,21.5
-HUEF.S.S.bur.0.B.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,14.3,lognormal,134.3,0.1,lognormal,155.0,0.1,normal,195.8,23.2
-HUEF.S.S.bur.0.B.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,13.0,lognormal,109.7,0.12,normal,128.0,12.6,lognormal,162.9,0.17
-HUEF.S.S.bur.0.B.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.1,lognormal,112.1,0.12,normal,125.2,12.2,normal,158.2,15.4
-HUEF.S.S.bur.0.B.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,13.6,lognormal,118.6,0.11,lognormal,138.7,0.11,lognormal,176.0,0.15
-HUEF.S.S.bur.0.B.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,14.3,lognormal,128.2,0.1,lognormal,148.8,0.1,lognormal,190.6,0.15
-HUEF.S.S.bur.0.B.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,14.1,normal,125.8,11.1,lognormal,148.0,0.1,normal,195.7,20.3
-HUEF.S.S.bur.0.B.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,12.4,lognormal,102.7,0.11,normal,123.0,11.4,lognormal,161.9,0.12
-HUEF.S.S.bur.0.B.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.4,0.14,lognormal,103.3,0.12,lognormal,117.8,0.11,normal,155.4,17.6
-HUEF.S.S.bur.0.B.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,13.1,normal,111.3,11.0,normal,131.6,11.7,lognormal,174.9,0.13
-HUEF.S.S.bur.0.B.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,13.9,normal,120.8,11.5,normal,141.7,12.7,lognormal,188.7,0.12
-HUEF.S.S.bur.0.C.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,13.5,lognormal,135.9,0.09,normal,158.2,15.6,normal,209.4,19.0
-HUEF.S.S.bur.0.C.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,12.2,normal,111.3,10.7,lognormal,133.7,0.1,normal,173.4,16.5
-HUEF.S.S.bur.0.C.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,14.3,normal,112.7,11.9,lognormal,123.2,0.1,normal,157.9,18.3
-HUEF.S.S.bur.0.C.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,12.8,lognormal,120.7,0.1,normal,143.0,14.0,normal,185.8,16.8
-HUEF.S.S.bur.0.C.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,12.8,normal,129.8,11.4,lognormal,152.7,0.1,normal,200.0,17.9
-HUEF.S.S.bur.0.C.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,14.9,lognormal,144.5,0.1,normal,161.1,14.3,normal,204.7,16.2
-HUEF.S.S.bur.0.C.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,13.7,normal,119.2,11.9,normal,134.6,12.1,lognormal,172.4,0.1
-HUEF.S.S.bur.0.C.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,14.7,lognormal,120.3,0.12,normal,129.6,12.6,lognormal,158.1,0.1
-HUEF.S.S.bur.0.C.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.8,0.13,lognormal,127.9,0.1,lognormal,145.1,0.1,normal,185.2,16.3
-HUEF.S.S.bur.0.C.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,14.8,lognormal,138.3,0.1,normal,155.0,13.9,normal,199.0,17.7
-HUEF.S.S.bur.0.C.por.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.5,0.11,normal,133.7,11.8,lognormal,152.6,0.11,normal,202.8,18.1
-HUEF.S.S.bur.0.C.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,12.0,normal,110.6,10.5,lognormal,128.4,0.11,lognormal,169.1,0.1
-HUEF.S.S.bur.0.C.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,13.6,normal,110.9,11.8,lognormal,120.3,0.1,normal,153.4,17.8
-HUEF.S.S.bur.0.C.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,12.3,lognormal,119.4,0.1,lognormal,137.0,0.1,normal,181.6,15.7
-HUEF.S.S.bur.0.C.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,12.6,normal,128.3,11.3,lognormal,147.3,0.11,normal,195.4,16.1
-HUEF.S.S.bur.0.D.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.7,19.2,lognormal,153.2,0.13,lognormal,165.6,0.11,lognormal,210.6,0.15
-HUEF.S.S.bur.0.D.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,15.5,normal,133.1,14.6,normal,141.1,13.3,normal,171.3,20.9
-HUEF.S.S.bur.0.D.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,12.8,normal,120.4,11.9,normal,125.9,11.0,normal,154.3,19.5
-HUEF.S.S.bur.0.D.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.9,0.14,lognormal,142.1,0.13,normal,152.6,16.3,normal,183.9,22.9
-HUEF.S.S.bur.0.D.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.5,18.7,lognormal,149.2,0.13,lognormal,160.8,0.11,normal,198.3,23.7
-HUEF.S.S.bur.0.D.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,20.6,normal,158.5,19.6,lognormal,174.8,0.12,normal,248.1,24.8
-HUEF.S.S.bur.0.D.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,18.0,lognormal,139.1,0.13,lognormal,154.1,0.12,lognormal,203.7,0.09
-HUEF.S.S.bur.0.D.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.7,0.15,lognormal,129.2,0.14,lognormal,143.4,0.13,lognormal,180.9,0.08
-HUEF.S.S.bur.0.D.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.5,19.1,normal,146.5,17.9,normal,161.0,17.1,normal,219.6,17.7
-HUEF.S.S.bur.0.D.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,20.0,normal,154.2,18.8,lognormal,169.2,0.12,lognormal,235.0,0.1
-HUEF.S.S.bur.0.D.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,147.5,19.4,lognormal,148.4,0.13,lognormal,160.9,0.11,normal,204.3,25.0
-HUEF.S.S.bur.0.D.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,15.9,lognormal,128.9,0.13,normal,138.5,13.7,normal,166.0,18.5
-HUEF.S.S.bur.0.D.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,13.8,normal,117.6,12.9,normal,123.9,10.7,lognormal,150.0,0.13
-HUEF.S.S.bur.0.D.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,17.2,lognormal,136.8,0.13,lognormal,148.7,0.12,normal,179.6,19.7
-HUEF.S.S.bur.0.D.por.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.2,0.14,lognormal,144.2,0.14,lognormal,157.7,0.12,normal,194.3,23.5
-HUEF.S.S.bur.1.A.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,17.8,normal,153.0,17.7,lognormal,165.8,0.1,normal,214.8,21.7
-HUEF.S.S.bur.1.A.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,14.4,normal,130.0,13.1,lognormal,141.0,0.1,lognormal,180.4,0.11
-HUEF.S.S.bur.1.A.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.2,lognormal,125.8,0.13,lognormal,137.6,0.12,normal,166.5,16.0
-HUEF.S.S.bur.1.A.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.0,15.6,lognormal,138.9,0.11,normal,150.7,14.7,lognormal,193.2,0.11
-HUEF.S.S.bur.1.A.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,17.0,lognormal,147.9,0.12,lognormal,159.5,0.1,lognormal,206.6,0.11
-HUEF.S.S.bur.1.A.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.2,19.1,normal,157.0,18.1,lognormal,170.3,0.11,lognormal,208.1,0.08
-HUEF.S.S.bur.1.A.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,15.4,normal,134.9,14.6,normal,145.3,13.9,lognormal,174.7,0.1
-HUEF.S.S.bur.1.A.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.4,0.15,lognormal,128.5,0.14,lognormal,140.3,0.12,normal,180.4,23.7
-HUEF.S.S.bur.1.A.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.6,0.14,lognormal,145.4,0.13,lognormal,155.4,0.1,normal,188.8,17.0
-HUEF.S.S.bur.1.A.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.6,0.14,lognormal,153.0,0.13,lognormal,164.5,0.1,lognormal,202.8,0.09
-HUEF.S.S.bur.1.A.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,24.3,lognormal,198.8,0.16,normal,209.7,25.7,lognormal,211.2,0.14
-HUEF.S.S.bur.1.A.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.6,0.17,lognormal,175.0,0.15,lognormal,188.1,0.15,lognormal,250.0,0.06
-HUEF.S.S.bur.1.A.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.8,0.18,normal,161.7,21.5,lognormal,173.6,0.15,lognormal,250.0,0.06
-HUEF.S.S.bur.1.A.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.4,24.2,lognormal,184.6,0.15,lognormal,199.0,0.15,lognormal,250.0,0.06
-HUEF.S.S.bur.1.A.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,163.7,25.8,lognormal,194.7,0.15,normal,208.5,28.0,lognormal,210.1,0.15
-HUEF.S.S.bur.1.B.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.0,17.4,normal,151.8,16.4,lognormal,164.8,0.1,normal,212.0,17.7
-HUEF.S.S.bur.1.B.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,14.0,normal,128.8,12.7,lognormal,139.9,0.1,lognormal,179.9,0.11
-HUEF.S.S.bur.1.B.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,15.9,normal,124.8,14.4,lognormal,136.0,0.11,normal,166.5,16.3
-HUEF.S.S.bur.1.B.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,15.4,normal,138.4,14.7,lognormal,149.6,0.1,lognormal,193.5,0.11
-HUEF.S.S.bur.1.B.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,16.8,normal,146.9,15.2,lognormal,159.6,0.1,lognormal,206.3,0.1
-HUEF.S.S.bur.1.B.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.2,19.4,normal,156.6,18.2,lognormal,169.7,0.11,lognormal,210.5,0.09
-HUEF.S.S.bur.1.B.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,14.7,lognormal,132.9,0.11,lognormal,143.8,0.1,lognormal,174.9,0.1
-HUEF.S.S.bur.1.B.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,16.4,lognormal,127.7,0.13,lognormal,139.2,0.12,lognormal,175.2,0.14
-HUEF.S.S.bur.1.B.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,16.6,normal,143.1,15.5,lognormal,154.1,0.1,lognormal,188.3,0.1
-HUEF.S.S.bur.1.B.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.6,17.4,lognormal,151.4,0.12,normal,163.9,16.3,lognormal,205.0,0.1
-HUEF.S.S.bur.1.B.por.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.3,0.13,normal,146.2,16.9,lognormal,159.6,0.1,lognormal,204.3,0.1
-HUEF.S.S.bur.1.B.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,14.0,normal,125.3,13.2,lognormal,135.0,0.1,normal,170.1,15.5
-HUEF.S.S.bur.1.B.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.4,0.14,normal,120.4,14.8,lognormal,131.0,0.11,normal,161.8,16.5
-HUEF.S.S.bur.1.B.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,14.9,normal,133.5,14.6,normal,144.3,14.0,lognormal,183.8,0.11
-HUEF.S.S.bur.1.B.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,15.9,lognormal,141.5,0.12,lognormal,153.9,0.1,normal,195.8,18.0
-HUEF.S.S.bur.1.C.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,147.8,17.0,normal,151.1,16.2,normal,163.3,14.6,normal,212.5,19.3
-HUEF.S.S.bur.1.C.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,13.4,normal,127.3,12.0,lognormal,138.2,0.1,normal,181.4,19.1
-HUEF.S.S.bur.1.C.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,15.2,lognormal,124.1,0.12,normal,134.5,13.5,lognormal,164.3,0.11
-HUEF.S.S.bur.1.C.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,14.6,normal,136.1,13.3,lognormal,148.2,0.1,lognormal,194.5,0.12
-HUEF.S.S.bur.1.C.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,16.8,lognormal,147.2,0.12,normal,157.9,14.5,lognormal,209.2,0.12
-HUEF.S.S.bur.1.C.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.7,18.7,normal,155.5,17.9,normal,168.4,15.9,lognormal,210.7,0.1
-HUEF.S.S.bur.1.C.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,14.8,lognormal,132.3,0.11,lognormal,142.7,0.1,lognormal,173.4,0.1
-HUEF.S.S.bur.1.C.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,16.2,normal,126.6,14.6,lognormal,137.4,0.11,lognormal,170.0,0.14
-HUEF.S.S.bur.1.C.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.1,normal,141.8,15.1,normal,152.8,13.7,lognormal,185.7,0.09
-HUEF.S.S.bur.1.C.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,16.8,lognormal,150.5,0.12,lognormal,162.7,0.1,normal,200.4,16.1
-HUEF.S.S.bur.1.C.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.1,16.5,lognormal,145.6,0.12,lognormal,158.2,0.1,lognormal,202.5,0.1
-HUEF.S.S.bur.1.C.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,13.9,normal,124.4,12.9,lognormal,133.7,0.1,lognormal,170.8,0.11
-HUEF.S.S.bur.1.C.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.7,0.14,lognormal,119.8,0.13,lognormal,129.9,0.11,normal,159.7,16.7
-HUEF.S.S.bur.1.C.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,14.3,lognormal,132.5,0.11,lognormal,143.2,0.1,normal,181.3,16.3
-HUEF.S.S.bur.1.C.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,16.1,lognormal,141.1,0.12,normal,153.1,14.2,lognormal,195.9,0.11
-HUEF.S.S.bur.1.D.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.6,20.1,normal,155.2,19.0,lognormal,171.8,0.12,normal,219.4,17.6
-HUEF.S.S.bur.1.D.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,18.1,normal,136.3,16.7,lognormal,153.1,0.13,lognormal,197.6,0.1
-HUEF.S.S.bur.1.D.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,17.3,lognormal,128.1,0.14,normal,141.6,16.1,lognormal,174.0,0.08
-HUEF.S.S.bur.1.D.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.0,0.15,lognormal,144.6,0.14,lognormal,161.5,0.13,lognormal,218.4,0.13
-HUEF.S.S.bur.1.D.god.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.7,0.14,lognormal,151.3,0.13,lognormal,168.6,0.12,normal,219.1,20.0
-HUEF.S.S.bur.1.D.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,20.6,normal,158.5,19.6,lognormal,174.8,0.12,lognormal,250.0,0.11
-HUEF.S.S.bur.1.D.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,18.0,lognormal,139.1,0.13,lognormal,154.1,0.12,normal,213.3,19.3
-HUEF.S.S.bur.1.D.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.6,0.15,lognormal,129.2,0.14,lognormal,143.4,0.13,normal,199.5,17.6
-HUEF.S.S.bur.1.D.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.5,19.1,normal,146.5,17.9,normal,161.0,17.1,normal,223.4,17.0
-HUEF.S.S.bur.1.D.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,20.0,normal,154.2,18.8,lognormal,169.2,0.12,lognormal,250.0,0.12
-HUEF.S.S.bur.1.D.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,147.4,19.6,lognormal,148.5,0.14,lognormal,164.3,0.11,normal,218.4,18.4
-HUEF.S.S.bur.1.D.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,16.7,normal,130.1,15.9,lognormal,145.2,0.12,normal,191.8,16.2
-HUEF.S.S.bur.1.D.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,lognormal,121.9,0.14,lognormal,135.8,0.13,normal,173.7,13.5
-HUEF.S.S.bur.1.D.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,17.4,lognormal,138.3,0.14,lognormal,154.4,0.13,normal,206.7,19.0
-HUEF.S.S.bur.1.D.por.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.2,0.15,lognormal,145.2,0.14,lognormal,160.1,0.12,normal,213.7,17.4
-HUEF.S.S.spm.0.A.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,12.2,normal,120.6,9.6,lognormal,146.8,0.08,lognormal,183.5,0.11
-HUEF.S.S.spm.0.A.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,9.9,normal,96.4,8.5,lognormal,120.0,0.08,lognormal,151.7,0.15
-HUEF.S.S.spm.0.A.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,10.7,lognormal,97.6,0.1,lognormal,120.3,0.11,normal,157.5,14.9
-HUEF.S.S.spm.0.A.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,11.1,normal,105.0,8.9,normal,129.0,9.2,lognormal,163.7,0.13
-HUEF.S.S.spm.0.A.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,11.8,normal,114.3,9.1,normal,139.5,10.3,lognormal,176.0,0.12
-HUEF.S.S.spm.0.A.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,157.4,0.14,lognormal,158.9,0.13,lognormal,176.3,0.12,normal,248.3,24.5
-HUEF.S.S.spm.0.A.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,18.4,lognormal,140.5,0.14,lognormal,155.1,0.12,normal,204.2,16.5
-HUEF.S.S.spm.0.A.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.9,0.15,lognormal,129.5,0.14,lognormal,143.8,0.12,lognormal,181.0,0.08
-HUEF.S.S.spm.0.A.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,19.1,lognormal,147.6,0.14,lognormal,163.2,0.12,normal,220.5,18.2
-HUEF.S.S.spm.0.A.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,20.0,normal,154.6,19.1,lognormal,170.4,0.12,normal,234.7,20.4
-HUEF.S.S.spm.0.A.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,12.1,normal,120.1,9.7,normal,143.7,11.8,lognormal,180.2,0.1
-HUEF.S.S.spm.0.A.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,9.9,lognormal,96.2,0.09,normal,118.2,9.4,lognormal,150.1,0.13
-HUEF.S.S.spm.0.A.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,10.5,normal,97.2,9.0,lognormal,114.8,0.11,lognormal,154.0,0.1
-HUEF.S.S.spm.0.A.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,11.1,normal,104.6,8.7,normal,126.8,9.5,lognormal,162.2,0.13
-HUEF.S.S.spm.0.A.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,11.9,normal,114.0,9.0,normal,136.9,10.6,lognormal,174.1,0.11
-HUEF.S.S.spm.0.B.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,14.7,normal,126.8,11.2,normal,152.4,13.3,lognormal,200.2,0.12
-HUEF.S.S.spm.0.B.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.3,0.14,lognormal,103.2,0.11,normal,125.8,10.9,lognormal,164.3,0.13
-HUEF.S.S.spm.0.B.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,13.3,lognormal,104.1,0.12,lognormal,122.4,0.11,normal,157.6,16.2
-HUEF.S.S.spm.0.B.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,13.2,lognormal,112.1,0.11,normal,135.5,12.0,normal,176.7,20.1
-HUEF.S.S.spm.0.B.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,14.0,lognormal,121.9,0.11,lognormal,146.6,0.1,lognormal,189.9,0.12
-HUEF.S.S.spm.0.B.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,12.6,normal,126.9,9.7,normal,152.7,12.5,lognormal,186.2,0.14
-HUEF.S.S.spm.0.B.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.5,normal,102.2,9.1,lognormal,122.3,0.09,lognormal,152.2,0.17
-HUEF.S.S.spm.0.B.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,11.8,lognormal,107.9,0.11,lognormal,151.1,0.16,normal,219.4,31.7
-HUEF.S.S.spm.0.B.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,11.2,normal,111.5,9.7,lognormal,132.6,0.09,lognormal,165.8,0.17
-HUEF.S.S.spm.0.B.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,11.9,normal,121.4,10.1,normal,145.3,12.8,lognormal,177.7,0.14
-HUEF.S.S.spm.0.B.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,13.9,normal,125.9,11.2,lognormal,148.5,0.1,lognormal,195.6,0.11
-HUEF.S.S.spm.0.B.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,12.3,lognormal,102.9,0.11,normal,122.8,11.2,lognormal,161.4,0.12
-HUEF.S.S.spm.0.B.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.3,0.14,lognormal,103.2,0.12,lognormal,117.8,0.11,lognormal,152.9,0.12
-HUEF.S.S.spm.0.B.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,12.7,lognormal,111.5,0.11,normal,131.8,11.8,lognormal,172.9,0.11
-HUEF.S.S.spm.0.B.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,13.9,lognormal,121.1,0.1,normal,141.8,12.8,lognormal,187.6,0.11
-HUEF.S.S.spm.0.C.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,13.8,normal,136.0,11.8,normal,158.4,15.2,normal,208.5,19.8
-HUEF.S.S.spm.0.C.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,12.2,normal,111.3,10.6,normal,133.4,13.1,normal,171.3,15.5
-HUEF.S.S.spm.0.C.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,14.0,normal,112.5,11.6,lognormal,123.3,0.1,normal,157.6,18.5
-HUEF.S.S.spm.0.C.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,12.9,lognormal,120.7,0.1,lognormal,143.5,0.11,normal,185.5,16.9
-HUEF.S.S.spm.0.C.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,12.9,lognormal,129.7,0.09,normal,153.5,15.2,normal,199.9,18.4
-HUEF.S.S.spm.0.C.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,14.5,lognormal,137.6,0.12,lognormal,175.1,0.16,lognormal,217.5,0.21
-HUEF.S.S.spm.0.C.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.1,12.9,lognormal,110.8,0.13,lognormal,142.6,0.17,lognormal,190.6,0.32
-HUEF.S.S.spm.0.C.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.7,lognormal,119.5,0.15,normal,160.4,21.0,normal,216.0,24.5
-HUEF.S.S.spm.0.C.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,13.7,lognormal,120.3,0.12,lognormal,154.9,0.17,lognormal,199.5,0.26
-HUEF.S.S.spm.0.C.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,14.6,lognormal,130.0,0.11,lognormal,167.4,0.16,lognormal,206.4,0.22
-HUEF.S.S.spm.0.C.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,13.6,normal,133.7,11.6,normal,152.1,14.8,lognormal,203.2,0.1
-HUEF.S.S.spm.0.C.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,11.8,lognormal,110.8,0.1,normal,128.1,12.8,normal,168.9,15.7
-HUEF.S.S.spm.0.C.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,13.7,normal,110.9,11.8,lognormal,120.2,0.1,normal,152.0,16.9
-HUEF.S.S.spm.0.C.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,12.4,normal,119.3,10.9,normal,137.0,13.4,lognormal,181.3,0.1
-HUEF.S.S.spm.0.C.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,12.8,normal,128.6,11.3,normal,146.5,14.3,normal,194.9,17.8
-HUEF.S.S.spm.0.D.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.9,19.6,lognormal,153.5,0.13,lognormal,165.4,0.11,normal,203.8,23.5
-HUEF.S.S.spm.0.D.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.2,15.9,lognormal,133.6,0.12,lognormal,141.3,0.1,normal,169.9,19.9
-HUEF.S.S.spm.0.D.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,13.0,normal,120.2,11.8,lognormal,125.7,0.09,lognormal,153.0,0.14
-HUEF.S.S.spm.0.D.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.2,0.14,lognormal,141.6,0.13,normal,152.6,16.5,normal,184.6,24.0
-HUEF.S.S.spm.0.D.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.8,18.8,normal,149.4,17.4,normal,160.1,15.8,normal,197.9,24.6
-HUEF.S.S.spm.0.D.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,15.9,lognormal,152.7,0.11,normal,190.9,20.2,normal,223.7,16.4
-HUEF.S.S.spm.0.D.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,13.8,normal,122.5,12.8,normal,155.3,16.6,lognormal,207.6,0.17
-HUEF.S.S.spm.0.D.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,16.5,normal,133.3,15.4,normal,166.8,18.9,normal,219.5,22.2
-HUEF.S.S.spm.0.D.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,14.3,lognormal,133.0,0.11,lognormal,169.7,0.12,normal,222.6,30.3
-HUEF.S.S.spm.0.D.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,14.9,lognormal,146.0,0.12,normal,180.3,16.9,normal,216.8,16.1
-HUEF.S.S.spm.0.D.por.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.6,0.15,lognormal,148.4,0.14,normal,161.0,16.5,lognormal,199.9,0.12
-HUEF.S.S.spm.0.D.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,16.3,lognormal,129.1,0.13,lognormal,138.9,0.11,normal,164.9,18.6
-HUEF.S.S.spm.0.D.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,14.0,normal,117.7,13.0,normal,123.9,10.7,lognormal,149.2,0.13
-HUEF.S.S.spm.0.D.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,17.6,lognormal,136.8,0.13,lognormal,148.6,0.12,normal,177.7,20.2
-HUEF.S.S.spm.0.D.por.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.4,0.15,lognormal,144.6,0.14,normal,157.8,17.3,normal,192.6,21.8
-HUEF.S.S.spm.1.A.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.8,17.8,lognormal,152.9,0.12,lognormal,165.3,0.1,normal,208.8,18.4
-HUEF.S.S.spm.1.A.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,14.6,normal,130.1,12.9,lognormal,140.7,0.1,lognormal,180.0,0.12
-HUEF.S.S.spm.1.A.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.1,lognormal,125.3,0.13,lognormal,136.6,0.11,normal,167.4,16.6
-HUEF.S.S.spm.1.A.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,15.3,normal,138.8,14.8,lognormal,150.4,0.1,lognormal,192.0,0.11
-HUEF.S.S.spm.1.A.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.8,17.2,normal,147.8,16.2,lognormal,159.8,0.1,lognormal,205.3,0.11
-HUEF.S.S.spm.1.A.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,157.4,0.14,lognormal,158.9,0.13,lognormal,176.3,0.12,lognormal,250.0,0.11
-HUEF.S.S.spm.1.A.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,18.4,lognormal,140.5,0.14,lognormal,155.1,0.12,lognormal,215.1,0.1
-HUEF.S.S.spm.1.A.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,17.1,lognormal,129.4,0.14,lognormal,143.8,0.12,lognormal,200.9,0.1
-HUEF.S.S.spm.1.A.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,19.1,lognormal,147.6,0.14,lognormal,163.2,0.12,normal,225.7,18.4
-HUEF.S.S.spm.1.A.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,20.0,normal,154.6,19.1,lognormal,170.4,0.12,normal,248.2,24.7
-HUEF.S.S.spm.1.A.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,18.5,lognormal,147.3,0.13,normal,160.0,15.6,lognormal,201.9,0.1
-HUEF.S.S.spm.1.A.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,14.7,normal,126.4,13.9,lognormal,135.9,0.1,normal,169.8,16.6
-HUEF.S.S.spm.1.A.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,15.7,normal,120.6,14.8,normal,131.8,13.9,lognormal,163.9,0.12
-HUEF.S.S.spm.1.A.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.0,normal,134.1,15.0,lognormal,145.0,0.1,lognormal,183.3,0.11
-HUEF.S.S.spm.1.A.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.8,16.8,normal,142.3,16.5,normal,155.2,15.0,normal,196.3,18.8
-HUEF.S.S.spm.1.B.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.1,17.7,lognormal,152.3,0.12,lognormal,164.8,0.1,normal,207.7,17.7
-HUEF.S.S.spm.1.B.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,14.0,normal,128.6,12.4,lognormal,139.7,0.1,lognormal,180.9,0.12
-HUEF.S.S.spm.1.B.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,15.4,normal,124.4,14.4,lognormal,135.5,0.11,lognormal,166.3,0.11
-HUEF.S.S.spm.1.B.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,15.0,lognormal,137.9,0.11,lognormal,149.2,0.1,lognormal,191.0,0.11
-HUEF.S.S.spm.1.B.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,17.4,normal,147.2,15.9,lognormal,159.7,0.1,normal,202.2,17.7
-HUEF.S.S.spm.1.B.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,159.3,20.2,normal,186.1,21.0,normal,211.1,25.1,lognormal,250.0,0.06
-HUEF.S.S.spm.1.B.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,17.3,normal,154.3,15.8,normal,181.6,20.2,lognormal,250.0,0.08
-HUEF.S.S.spm.1.B.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,19.9,lognormal,157.7,0.14,normal,170.7,20.1,normal,246.4,29.4
-HUEF.S.S.spm.1.B.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,18.2,normal,166.0,17.5,lognormal,195.5,0.14,lognormal,250.0,0.06
-HUEF.S.S.spm.1.B.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,154.6,19.8,normal,177.9,18.8,lognormal,208.4,0.15,lognormal,250.0,0.06
-HUEF.S.S.spm.1.B.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,18.0,lognormal,147.2,0.13,normal,159.7,15.2,normal,201.2,17.6
-HUEF.S.S.spm.1.B.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,13.9,normal,124.9,13.0,lognormal,134.6,0.1,normal,169.1,16.5
-HUEF.S.S.spm.1.B.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.4,lognormal,120.5,0.13,normal,131.0,13.8,normal,160.6,16.1
-HUEF.S.S.spm.1.B.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,15.0,lognormal,133.8,0.12,normal,144.8,14.2,lognormal,183.1,0.11
-HUEF.S.S.spm.1.B.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.4,17.6,lognormal,143.0,0.13,normal,154.3,15.2,lognormal,194.1,0.1
-HUEF.S.S.spm.1.C.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,147.5,17.0,normal,151.1,16.0,lognormal,163.2,0.1,lognormal,209.1,0.09
-HUEF.S.S.spm.1.C.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,13.7,normal,127.1,11.8,lognormal,137.9,0.1,lognormal,178.8,0.11
-HUEF.S.S.spm.1.C.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,15.6,normal,123.9,14.1,lognormal,134.4,0.11,lognormal,163.0,0.11
-HUEF.S.S.spm.1.C.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,14.5,normal,136.5,13.2,lognormal,148.1,0.1,lognormal,192.0,0.11
-HUEF.S.S.spm.1.C.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,16.8,normal,145.9,15.4,normal,157.5,14.3,lognormal,204.8,0.11
-HUEF.S.S.spm.1.C.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,158.3,20.1,normal,182.2,19.0,normal,209.4,24.0,lognormal,210.6,0.13
-HUEF.S.S.spm.1.C.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,16.1,normal,150.7,15.9,lognormal,179.6,0.13,lognormal,250.0,0.09
-HUEF.S.S.spm.1.C.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.7,lognormal,154.9,0.13,normal,169.6,19.5,normal,222.8,16.4
-HUEF.S.S.spm.1.C.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,17.3,lognormal,162.8,0.11,normal,192.7,23.1,normal,250.3,19.3
-HUEF.S.S.spm.1.C.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,153.6,19.9,normal,174.7,18.3,lognormal,205.4,0.14,lognormal,205.5,0.14
-HUEF.S.S.spm.1.C.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.4,17.1,normal,145.6,16.7,lognormal,157.9,0.1,lognormal,200.3,0.1
-HUEF.S.S.spm.1.C.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,13.8,normal,124.2,12.5,lognormal,133.3,0.1,lognormal,169.4,0.11
-HUEF.S.S.spm.1.C.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.9,lognormal,119.7,0.13,lognormal,129.8,0.11,lognormal,159.3,0.11
-HUEF.S.S.spm.1.C.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,14.8,normal,132.7,14.3,lognormal,143.0,0.1,normal,180.0,17.4
-HUEF.S.S.spm.1.C.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,16.1,normal,140.7,15.4,normal,152.1,13.9,normal,193.6,18.9
-HUEF.S.S.spm.1.D.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.6,20.5,normal,155.3,19.0,lognormal,171.7,0.12,normal,217.6,15.5
-HUEF.S.S.spm.1.D.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,18.2,normal,136.7,16.7,lognormal,152.6,0.13,normal,196.2,17.6
-HUEF.S.S.spm.1.D.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,17.3,lognormal,127.8,0.14,lognormal,141.6,0.12,normal,174.2,12.9
-HUEF.S.S.spm.1.D.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.0,0.15,lognormal,144.6,0.14,lognormal,161.2,0.13,lognormal,217.1,0.13
-HUEF.S.S.spm.1.D.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.9,normal,151.6,18.5,lognormal,168.5,0.12,lognormal,223.2,0.11
-HUEF.S.S.spm.1.D.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,156.7,19.4,normal,178.2,17.4,normal,209.3,25.6,lognormal,210.8,0.14
-HUEF.S.S.spm.1.D.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,15.3,lognormal,147.4,0.11,normal,178.0,18.0,lognormal,250.0,0.1
-HUEF.S.S.spm.1.D.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,18.6,lognormal,153.3,0.13,lognormal,170.0,0.13,normal,229.9,20.8
-HUEF.S.S.spm.1.D.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,17.0,normal,158.4,15.3,normal,191.0,22.2,lognormal,250.0,0.09
-HUEF.S.S.spm.1.D.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,151.2,18.8,normal,171.4,17.2,normal,203.1,23.8,lognormal,203.8,0.13
-HUEF.S.S.spm.1.D.por.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.7,0.15,lognormal,148.4,0.14,normal,163.5,17.4,normal,218.6,18.1
-HUEF.S.S.spm.1.D.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,17.0,lognormal,130.5,0.14,lognormal,145.2,0.13,lognormal,192.6,0.1
-HUEF.S.S.spm.1.D.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,16.7,lognormal,122.4,0.14,lognormal,135.7,0.13,normal,174.1,13.9
-HUEF.S.S.spm.1.D.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,17.4,lognormal,137.9,0.13,lognormal,152.8,0.12,normal,206.3,19.7
-HUEF.S.S.spm.1.D.por.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.3,0.15,lognormal,145.5,0.15,lognormal,160.2,0.12,normal,214.5,18.7
-M.ECB.H.bur.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.5,normal,106.8,13.4,normal,135.3,12.1,lognormal,178.1,0.14
-M.ECB.H.bur.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.4,10.3,normal,93.4,8.7,normal,114.4,7.6,lognormal,161.0,0.12
-M.ECB.H.bur.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.5,11.0,normal,94.3,9.9,lognormal,122.0,0.1,lognormal,162.9,0.14
-M.ECB.H.bur.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,12.0,normal,99.5,10.6,normal,122.7,8.5,lognormal,166.5,0.12
-M.ECB.H.bur.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,14.2,normal,104.4,12.7,normal,131.2,10.8,lognormal,172.6,0.13
-M.ECB.H.bur.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,15.7,lognormal,107.8,0.15,normal,155.2,10.7,normal,155.3,10.7
-M.ECB.H.bur.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,11.3,normal,96.8,10.1,lognormal,128.2,0.08,lognormal,128.3,0.08
-M.ECB.H.bur.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,12.4,normal,97.2,11.5,normal,141.9,10.9,lognormal,142.1,0.08
-M.ECB.H.bur.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,13.4,normal,102.0,11.9,normal,138.4,9.9,normal,138.5,9.9
-M.ECB.H.bur.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,15.0,normal,105.8,13.4,normal,149.8,10.5,normal,149.9,10.5
-M.ECB.H.bur.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,15.3,lognormal,107.4,0.14,normal,148.6,9.1,normal,217.4,16.3
-M.ECB.H.bur.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.8,10.6,normal,95.1,9.2,lognormal,121.2,0.08,normal,196.4,15.0
-M.ECB.H.bur.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.7,11.6,normal,95.9,10.7,normal,134.4,10.9,normal,190.7,15.1
-M.ECB.H.bur.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,12.6,normal,100.9,11.5,normal,130.6,9.2,normal,202.5,14.5
-M.ECB.H.bur.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,14.5,normal,105.3,13.3,lognormal,141.8,0.07,normal,211.1,15.9
-M.ECB.H.bur.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.5,normal,107.2,13.5,lognormal,135.6,0.1,lognormal,176.8,0.14
-M.ECB.H.bur.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.3,10.2,normal,93.5,8.7,normal,114.5,7.6,lognormal,160.5,0.12
-M.ECB.H.bur.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.6,11.0,normal,94.2,9.9,lognormal,122.0,0.1,normal,162.2,21.0
-M.ECB.H.bur.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,12.0,normal,99.5,10.6,normal,122.6,8.3,normal,166.6,18.9
-M.ECB.H.bur.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,14.1,normal,104.7,12.7,normal,130.9,10.5,lognormal,172.5,0.13
-M.ECB.H.bur.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,15.8,normal,107.7,14.3,normal,156.9,9.8,normal,157.0,10.3
-M.ECB.H.bur.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,11.3,normal,96.6,9.9,lognormal,128.2,0.08,lognormal,128.3,0.08
-M.ECB.H.bur.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.7,12.1,normal,97.1,11.3,lognormal,143.8,0.08,lognormal,143.9,0.08
-M.ECB.H.bur.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,13.3,normal,102.2,12.3,normal,138.6,9.7,lognormal,138.7,0.07
-M.ECB.H.bur.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,15.0,lognormal,106.1,0.14,lognormal,150.7,0.07,lognormal,150.8,0.07
-M.ECB.H.bur.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.3,normal,107.2,13.8,normal,149.3,9.5,normal,216.9,15.2
-M.ECB.H.bur.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.7,10.7,normal,95.0,9.3,normal,121.1,8.8,normal,194.9,15.0
-M.ECB.H.bur.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.7,11.6,normal,95.8,10.7,lognormal,134.9,0.09,normal,190.2,14.7
-M.ECB.H.bur.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,12.7,normal,101.0,11.5,normal,130.4,9.1,lognormal,205.0,0.09
-M.ECB.H.bur.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,14.4,normal,105.2,13.2,lognormal,142.0,0.07,lognormal,211.8,0.08
-M.ECB.H.bur.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,15.5,lognormal,107.4,0.14,lognormal,138.7,0.11,lognormal,181.4,0.16
-M.ECB.H.bur.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.9,11.3,normal,96.2,10.1,normal,119.9,9.8,normal,164.1,17.6
-M.ECB.H.bur.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.5,12.1,normal,96.4,11.1,normal,124.7,12.4,normal,162.9,21.6
-M.ECB.H.bur.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,13.2,normal,101.3,11.8,normal,126.7,10.4,lognormal,171.8,0.14
-M.ECB.H.bur.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,14.9,lognormal,105.8,0.14,lognormal,134.5,0.1,normal,177.2,23.6
-M.ECB.H.bur.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,15.7,lognormal,107.6,0.15,normal,161.1,13.5,lognormal,161.3,0.09
-M.ECB.H.bur.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,12.7,normal,99.1,11.5,normal,138.4,12.3,lognormal,138.5,0.09
-M.ECB.H.bur.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.4,13.5,lognormal,98.9,0.14,normal,144.1,11.2,normal,144.2,11.2
-M.ECB.H.bur.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,14.3,normal,103.4,13.0,normal,148.3,13.3,lognormal,148.4,0.1
-M.ECB.H.bur.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,15.4,lognormal,106.4,0.14,normal,156.4,12.3,lognormal,156.5,0.08
-M.ECB.H.bur.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,15.6,lognormal,107.7,0.14,normal,154.8,10.8,lognormal,233.7,0.1
-M.ECB.H.bur.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,11.9,normal,97.7,10.8,lognormal,129.4,0.09,normal,198.1,14.9
-M.ECB.H.bur.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.5,13.0,normal,97.9,12.0,lognormal,138.1,0.08,normal,190.7,15.3
-M.ECB.H.bur.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,13.7,normal,102.1,12.2,normal,139.5,11.5,lognormal,208.5,0.08
-M.ECB.H.bur.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,15.1,lognormal,106.0,0.14,lognormal,150.0,0.08,lognormal,218.6,0.08
-M.ECB.H.bur.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,15.3,lognormal,107.6,0.14,lognormal,138.5,0.11,lognormal,180.1,0.16
-M.ECB.H.bur.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.9,11.5,normal,96.4,10.1,lognormal,120.2,0.09,lognormal,165.0,0.12
-M.ECB.H.bur.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,12.3,normal,96.8,11.3,normal,124.5,12.4,lognormal,163.2,0.15
-M.ECB.H.bur.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,13.1,normal,101.4,11.7,normal,126.7,10.3,normal,171.0,20.3
-M.ECB.H.bur.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,14.8,lognormal,105.7,0.14,lognormal,134.3,0.1,normal,178.2,24.5
-M.ECB.H.bur.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,16.2,lognormal,107.9,0.15,normal,164.4,13.3,lognormal,164.5,0.09
-M.ECB.H.bur.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,12.7,normal,99.2,11.4,lognormal,138.9,0.1,lognormal,139.0,0.1
-M.ECB.H.bur.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.3,13.4,lognormal,98.8,0.14,lognormal,146.1,0.08,lognormal,146.2,0.08
-M.ECB.H.bur.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,14.2,normal,103.1,12.7,lognormal,149.3,0.09,lognormal,149.4,0.1
-M.ECB.H.bur.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,15.3,lognormal,106.3,0.14,normal,158.2,11.4,lognormal,158.3,0.07
-M.ECB.H.bur.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,15.6,lognormal,107.8,0.15,normal,156.7,10.8,normal,222.1,15.5
-M.ECB.H.bur.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,11.9,normal,97.7,10.7,lognormal,129.6,0.09,lognormal,197.7,0.08
-M.ECB.H.bur.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.5,12.8,lognormal,97.9,0.13,normal,139.1,10.9,lognormal,192.3,0.1
-M.ECB.H.bur.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,13.8,normal,102.3,12.4,normal,140.1,12.1,lognormal,208.1,0.08
-M.ECB.H.bur.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,15.1,lognormal,106.0,0.14,normal,151.5,11.7,normal,216.9,14.4
-M.ECB.H.bur.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.9,lognormal,107.6,0.15,lognormal,140.4,0.12,lognormal,187.7,0.19
-M.ECB.H.bur.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.9,12.0,normal,98.6,10.9,normal,124.4,10.3,normal,168.9,19.0
-M.ECB.H.bur.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,13.2,normal,98.5,12.4,normal,126.3,13.0,normal,165.5,23.6
-M.ECB.H.bur.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,14.0,normal,103.0,12.8,lognormal,131.2,0.1,normal,176.6,21.7
-M.ECB.H.bur.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,15.5,normal,106.1,13.9,normal,137.5,14.7,normal,184.1,27.7
-M.ECB.H.bur.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.1,lognormal,107.9,0.15,normal,165.2,15.0,lognormal,165.4,0.1
-M.ECB.H.bur.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,13.7,lognormal,101.4,0.14,normal,143.6,11.3,normal,143.7,11.3
-M.ECB.H.bur.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,14.2,lognormal,99.7,0.15,normal,145.4,11.3,lognormal,145.5,0.08
-M.ECB.H.bur.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,14.9,lognormal,104.0,0.14,lognormal,152.1,0.08,lognormal,152.2,0.08
-M.ECB.H.bur.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.8,lognormal,106.7,0.15,normal,160.0,13.4,lognormal,160.2,0.09
-M.ECB.H.bur.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.9,lognormal,107.9,0.15,normal,158.8,12.1,normal,231.2,17.9
-M.ECB.H.bur.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.8,12.7,normal,99.7,11.7,normal,135.0,10.3,normal,199.9,14.5
-M.ECB.H.bur.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.8,13.8,lognormal,99.5,0.14,normal,139.9,10.0,normal,190.3,16.0
-M.ECB.H.bur.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,14.6,normal,103.6,13.2,lognormal,145.7,0.08,normal,209.9,15.6
-M.ECB.H.bur.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.7,lognormal,106.4,0.14,normal,154.5,11.7,normal,214.9,13.7
-M.ECB.H.bur.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,108.0,0.15,lognormal,140.3,0.12,lognormal,187.8,0.19
-M.ECB.H.bur.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.0,12.1,normal,98.8,11.0,normal,124.8,10.8,normal,169.4,19.9
-M.ECB.H.bur.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,13.3,normal,98.5,12.4,normal,126.4,13.2,lognormal,164.8,0.15
-M.ECB.H.bur.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,14.0,normal,103.0,12.6,lognormal,131.4,0.1,normal,177.4,23.4
-M.ECB.H.bur.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,15.6,normal,106.1,13.9,lognormal,137.8,0.12,normal,181.9,26.0
-M.ECB.H.bur.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,15.9,lognormal,108.0,0.15,normal,168.5,13.0,lognormal,168.6,0.08
-M.ECB.H.bur.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,13.5,normal,100.9,12.5,lognormal,145.0,0.08,lognormal,145.1,0.08
-M.ECB.H.bur.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.6,14.3,lognormal,100.0,0.15,normal,146.9,10.6,lognormal,147.1,0.08
-M.ECB.H.bur.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,14.9,lognormal,104.1,0.14,normal,154.1,10.4,lognormal,154.2,0.07
-M.ECB.H.bur.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.1,15.6,lognormal,106.6,0.15,lognormal,163.2,0.08,lognormal,163.3,0.08
-M.ECB.H.bur.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,15.9,lognormal,108.0,0.15,normal,160.9,10.6,normal,219.2,12.9
-M.ECB.H.bur.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,12.7,normal,99.7,11.6,normal,135.4,10.4,normal,200.5,15.7
-M.ECB.H.bur.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.8,13.7,normal,99.4,13.1,normal,140.5,9.8,normal,192.7,17.2
-M.ECB.H.bur.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,14.4,lognormal,103.8,0.14,lognormal,146.5,0.08,normal,207.7,14.2
-M.ECB.H.bur.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.7,lognormal,106.6,0.14,normal,155.9,10.5,normal,218.8,16.1
-M.ECB.H.bur.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.3,lognormal,108.0,0.15,lognormal,140.9,0.12,lognormal,165.9,0.13
-M.ECB.H.bur.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.7,lognormal,102.9,0.15,lognormal,133.3,0.13,lognormal,157.6,0.13
-M.ECB.H.bur.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.7,lognormal,100.4,0.15,lognormal,128.7,0.12,lognormal,152.8,0.14
-M.ECB.H.bur.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.7,lognormal,104.8,0.15,lognormal,136.4,0.13,lognormal,160.4,0.13
-M.ECB.H.bur.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,normal,106.2,13.9,lognormal,138.7,0.12,lognormal,164.8,0.13
-M.ECB.H.bur.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.2,lognormal,107.7,0.15,lognormal,167.1,0.11,lognormal,167.2,0.11
-M.ECB.H.bur.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,102.9,0.15,normal,155.4,14.0,lognormal,155.6,0.1
-M.ECB.H.bur.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,100.5,0.15,normal,147.2,11.9,lognormal,147.4,0.09
-M.ECB.H.bur.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.6,lognormal,104.6,0.14,normal,159.9,14.5,lognormal,160.1,0.1
-M.ECB.H.bur.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.0,normal,106.5,14.0,lognormal,165.6,0.11,lognormal,165.7,0.11
-M.ECB.H.bur.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.8,lognormal,108.2,0.15,normal,166.3,15.9,normal,226.0,16.7
-M.ECB.H.bur.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,102.9,0.15,normal,152.7,12.2,normal,202.9,16.1
-M.ECB.H.bur.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.1,lognormal,100.2,0.15,lognormal,143.9,0.08,lognormal,186.7,0.08
-M.ECB.H.bur.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.6,lognormal,104.8,0.15,normal,158.3,13.8,normal,212.8,16.7
-M.ECB.H.bur.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.9,lognormal,106.7,0.15,normal,161.8,14.1,lognormal,221.7,0.08
-M.ECB.H.bur.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,108.1,0.15,lognormal,141.2,0.12,lognormal,166.0,0.13
-M.ECB.H.bur.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.4,lognormal,102.8,0.15,lognormal,133.0,0.13,lognormal,156.6,0.13
-M.ECB.H.bur.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,100.3,0.15,lognormal,128.9,0.12,lognormal,152.0,0.13
-M.ECB.H.bur.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,15.9,lognormal,104.9,0.15,lognormal,135.9,0.12,lognormal,159.8,0.13
-M.ECB.H.bur.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.8,lognormal,106.7,0.15,lognormal,140.0,0.13,lognormal,165.3,0.13
-M.ECB.H.bur.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,107.9,0.14,lognormal,173.1,0.1,lognormal,173.2,0.1
-M.ECB.H.bur.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.7,lognormal,102.9,0.15,normal,158.6,12.8,lognormal,158.7,0.08
-M.ECB.H.bur.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.4,lognormal,100.3,0.15,lognormal,149.6,0.08,lognormal,149.7,0.08
-M.ECB.H.bur.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.9,lognormal,105.0,0.15,normal,164.5,13.5,lognormal,164.6,0.09
-M.ECB.H.bur.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,lognormal,106.8,0.15,lognormal,169.5,0.09,lognormal,169.6,0.09
-M.ECB.H.bur.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.3,normal,107.9,14.4,lognormal,170.8,0.09,lognormal,230.0,0.09
-M.ECB.H.bur.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.7,lognormal,103.0,0.15,normal,155.0,11.3,normal,202.5,15.9
-M.ECB.H.bur.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.4,lognormal,100.5,0.15,normal,145.4,10.1,lognormal,187.5,0.09
-M.ECB.H.bur.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,15.8,lognormal,104.7,0.15,normal,160.9,11.3,lognormal,211.7,0.08
-M.ECB.H.bur.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.9,normal,106.2,13.9,normal,167.2,13.2,normal,219.4,14.9
-M.ECB.H.bur.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,16.0,lognormal,107.8,0.15,lognormal,168.5,0.12,lognormal,218.1,0.13
-M.ECB.H.bur.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,103.1,0.15,normal,156.6,14.2,lognormal,207.9,0.12
-M.ECB.H.bur.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,15.3,lognormal,100.1,0.15,lognormal,155.4,0.11,lognormal,195.1,0.11
-M.ECB.H.bur.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,15.5,lognormal,104.9,0.15,lognormal,162.5,0.11,normal,210.9,23.6
-M.ECB.H.bur.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.0,lognormal,106.7,0.15,lognormal,166.0,0.11,normal,214.6,23.0
-M.ECB.H.bur.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.1,lognormal,108.3,0.15,lognormal,168.2,0.11,lognormal,168.3,0.11
-M.ECB.H.bur.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,102.7,0.15,normal,161.3,17.4,lognormal,161.6,0.12
-M.ECB.H.bur.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.6,lognormal,100.7,0.15,lognormal,157.3,0.12,lognormal,157.4,0.12
-M.ECB.H.bur.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.8,lognormal,104.9,0.15,lognormal,163.5,0.11,lognormal,163.6,0.11
-M.ECB.H.bur.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,lognormal,106.9,0.15,lognormal,166.3,0.11,lognormal,166.4,0.11
-M.ECB.H.bur.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.8,lognormal,108.1,0.15,lognormal,169.3,0.12,lognormal,250.0,0.06
-M.ECB.H.bur.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.4,lognormal,103.0,0.15,normal,159.8,16.7,lognormal,250.0,0.08
-M.ECB.H.bur.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.4,lognormal,100.4,0.15,normal,156.0,16.2,normal,235.8,18.4
-M.ECB.H.bur.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.7,lognormal,104.9,0.15,lognormal,163.4,0.11,lognormal,250.0,0.06
-M.ECB.H.bur.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.8,lognormal,106.5,0.15,lognormal,166.2,0.11,lognormal,250.0,0.06
-M.ECB.H.bur.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.9,lognormal,107.8,0.15,normal,176.6,18.6,normal,215.1,23.1
-M.ECB.H.bur.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,102.7,0.15,normal,159.5,12.2,normal,206.9,20.9
-M.ECB.H.bur.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.4,lognormal,100.7,0.15,normal,159.7,14.4,normal,196.2,21.2
-M.ECB.H.bur.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.6,lognormal,104.7,0.15,lognormal,167.7,0.1,lognormal,215.8,0.13
-M.ECB.H.bur.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.3,lognormal,106.8,0.15,lognormal,173.0,0.11,normal,216.2,25.0
-M.ECB.H.bur.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.8,lognormal,108.4,0.15,normal,175.9,17.1,normal,176.0,17.6
-M.ECB.H.bur.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.4,lognormal,102.9,0.15,lognormal,168.5,0.11,lognormal,168.6,0.11
-M.ECB.H.bur.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.4,lognormal,100.4,0.15,lognormal,164.5,0.11,lognormal,164.6,0.12
-M.ECB.H.bur.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.6,lognormal,104.9,0.15,normal,171.1,16.6,normal,171.2,17.3
-M.ECB.H.bur.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,lognormal,106.6,0.15,lognormal,175.3,0.12,lognormal,175.4,0.12
-M.ECB.H.bur.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.2,lognormal,108.3,0.15,lognormal,175.6,0.1,lognormal,250.0,0.06
-M.ECB.H.bur.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.6,lognormal,102.9,0.15,lognormal,165.0,0.1,lognormal,250.0,0.06
-M.ECB.H.bur.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.3,0.15,lognormal,163.5,0.11,normal,236.0,18.2
-M.ECB.H.bur.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.5,lognormal,105.1,0.15,normal,170.3,16.6,lognormal,250.0,0.06
-M.ECB.H.bur.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,16.0,lognormal,106.9,0.15,lognormal,174.3,0.11,lognormal,250.0,0.06
-M.ECB.H.bur.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,108.0,0.15,lognormal,169.1,0.12,lognormal,226.4,0.15
-M.ECB.H.bur.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,103.1,0.15,normal,154.0,13.3,normal,207.2,21.0
-M.ECB.H.bur.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.3,0.15,lognormal,154.9,0.11,normal,195.5,19.3
-M.ECB.H.bur.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.8,lognormal,104.7,0.15,lognormal,160.0,0.1,lognormal,213.9,0.13
-M.ECB.H.bur.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,16.2,lognormal,106.7,0.15,lognormal,165.7,0.11,normal,217.2,25.1
-M.ECB.H.bur.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.8,lognormal,107.9,0.15,lognormal,168.5,0.12,lognormal,168.6,0.11
-M.ECB.H.bur.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,102.8,0.15,lognormal,160.0,0.11,normal,160.1,17.6
-M.ECB.H.bur.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,100.5,0.15,normal,156.2,16.4,lognormal,156.5,0.11
-M.ECB.H.bur.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.9,lognormal,105.0,0.15,lognormal,164.3,0.12,lognormal,164.4,0.12
-M.ECB.H.bur.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,16.0,normal,106.4,13.9,lognormal,166.6,0.11,lognormal,166.7,0.11
-M.ECB.H.bur.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.2,lognormal,108.3,0.15,normal,168.6,17.9,lognormal,250.0,0.06
-M.ECB.H.bur.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.4,lognormal,102.7,0.15,normal,157.6,14.8,normal,245.6,18.6
-M.ECB.H.bur.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.2,0.15,lognormal,157.4,0.12,normal,236.5,17.2
-M.ECB.H.bur.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.6,lognormal,104.9,0.15,normal,163.7,17.2,lognormal,250.0,0.06
-M.ECB.H.bur.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,lognormal,106.5,0.15,normal,166.3,17.5,lognormal,250.0,0.06
-M.ECB.H.bur.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.9,lognormal,108.3,0.15,lognormal,175.0,0.11,normal,220.1,25.6
-M.ECB.H.bur.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,15.4,lognormal,102.9,0.15,lognormal,157.0,0.08,normal,207.7,23.3
-M.ECB.H.bur.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.4,0.15,normal,159.0,14.3,normal,196.1,20.4
-M.ECB.H.bur.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.7,lognormal,104.6,0.15,lognormal,165.4,0.09,lognormal,210.4,0.11
-M.ECB.H.bur.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.7,lognormal,107.0,0.15,normal,172.8,17.0,normal,213.7,22.0
-M.ECB.H.bur.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,16.3,lognormal,108.2,0.15,normal,175.5,16.8,lognormal,175.8,0.1
-M.ECB.H.bur.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,103.0,0.15,lognormal,167.1,0.1,normal,167.2,15.7
-M.ECB.H.bur.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.1,lognormal,100.4,0.15,lognormal,164.8,0.11,lognormal,164.9,0.11
-M.ECB.H.bur.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,16.0,lognormal,105.1,0.15,lognormal,171.3,0.11,lognormal,171.4,0.11
-M.ECB.H.bur.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.7,lognormal,106.4,0.14,lognormal,175.4,0.11,lognormal,175.5,0.11
-M.ECB.H.bur.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,107.9,0.15,lognormal,176.4,0.11,lognormal,250.0,0.06
-M.ECB.H.bur.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.5,lognormal,102.8,0.15,lognormal,162.8,0.09,lognormal,250.0,0.07
-M.ECB.H.bur.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.3,0.15,lognormal,162.8,0.1,normal,235.7,18.6
-M.ECB.H.bur.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,15.9,lognormal,105.2,0.15,lognormal,169.0,0.1,lognormal,250.0,0.06
-M.ECB.H.bur.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,16.0,lognormal,106.6,0.15,lognormal,175.5,0.12,lognormal,250.0,0.06
-M.ECB.H.bur.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,16.5,lognormal,107.9,0.15,lognormal,168.1,0.11,normal,220.3,24.9
-M.ECB.H.bur.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.2,lognormal,102.7,0.15,normal,151.9,12.1,lognormal,210.5,0.12
-M.ECB.H.bur.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.2,lognormal,100.1,0.15,lognormal,154.8,0.11,lognormal,196.5,0.11
-M.ECB.H.bur.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.7,lognormal,104.9,0.15,normal,159.2,14.3,lognormal,217.1,0.13
-M.ECB.H.bur.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.8,lognormal,106.9,0.15,normal,165.0,16.1,normal,218.6,24.3
-M.ECB.H.bur.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.0,lognormal,107.7,0.15,lognormal,167.8,0.11,normal,167.9,16.8
-M.ECB.H.bur.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.4,lognormal,102.8,0.15,lognormal,160.5,0.11,lognormal,160.6,0.11
-M.ECB.H.bur.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.3,0.15,lognormal,156.8,0.12,lognormal,156.9,0.12
-M.ECB.H.bur.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.8,lognormal,105.0,0.15,lognormal,164.4,0.12,lognormal,164.5,0.12
-M.ECB.H.bur.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.8,normal,106.3,13.8,lognormal,167.3,0.12,lognormal,167.4,0.12
-M.ECB.H.bur.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.1,lognormal,108.2,0.15,lognormal,169.2,0.12,lognormal,250.0,0.06
-M.ECB.H.bur.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,102.6,0.15,normal,156.2,14.0,lognormal,250.0,0.08
-M.ECB.H.bur.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,15.1,lognormal,100.1,0.15,lognormal,155.6,0.11,normal,234.9,20.1
-M.ECB.H.bur.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.7,lognormal,104.8,0.15,normal,162.2,16.3,lognormal,250.0,0.06
-M.ECB.H.bur.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,15.9,normal,106.4,14.0,lognormal,166.9,0.12,lognormal,250.0,0.06
-M.ECB.H.bur.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.1,lognormal,108.1,0.15,lognormal,173.9,0.1,normal,217.4,23.4
-M.ECB.H.bur.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.2,lognormal,102.7,0.15,normal,154.0,10.6,lognormal,210.6,0.12
-M.ECB.H.bur.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.2,lognormal,100.2,0.15,lognormal,157.1,0.09,normal,196.2,19.8
-M.ECB.H.bur.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,15.4,lognormal,104.6,0.15,normal,163.9,13.3,normal,211.7,20.7
-M.ECB.H.bur.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.8,16.2,normal,106.3,13.9,normal,171.0,15.2,normal,216.5,23.1
-M.ECB.H.bur.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.8,lognormal,107.8,0.15,normal,176.0,17.1,normal,176.1,17.4
-M.ECB.H.bur.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.3,lognormal,102.7,0.15,normal,166.8,16.0,lognormal,167.1,0.1
-M.ECB.H.bur.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.1,lognormal,100.2,0.15,lognormal,164.4,0.11,lognormal,164.5,0.11
-M.ECB.H.bur.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.9,lognormal,104.9,0.15,lognormal,171.0,0.11,lognormal,171.1,0.11
-M.ECB.H.bur.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,15.9,normal,106.2,13.9,lognormal,174.9,0.11,lognormal,175.0,0.11
-M.ECB.H.bur.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.7,lognormal,108.0,0.15,lognormal,176.7,0.11,lognormal,250.0,0.07
-M.ECB.H.bur.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.5,lognormal,102.7,0.15,normal,159.8,12.3,normal,250.3,19.1
-M.ECB.H.bur.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.2,lognormal,100.3,0.15,normal,162.6,15.0,normal,235.8,18.4
-M.ECB.H.bur.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.7,lognormal,104.7,0.15,normal,169.2,15.6,lognormal,250.0,0.06
-M.ECB.H.bur.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,lognormal,106.7,0.15,lognormal,173.7,0.1,lognormal,250.0,0.06
-M.ECB.H.bur.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.8,lognormal,107.9,0.15,lognormal,168.4,0.11,lognormal,211.1,0.12
-M.ECB.H.bur.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.5,lognormal,102.8,0.15,lognormal,160.3,0.12,normal,201.1,22.7
-M.ECB.H.bur.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.4,lognormal,100.3,0.15,lognormal,157.3,0.12,normal,193.9,19.8
-M.ECB.H.bur.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.4,lognormal,104.5,0.15,lognormal,163.7,0.12,lognormal,205.3,0.13
-M.ECB.H.bur.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,lognormal,106.9,0.15,lognormal,165.1,0.11,normal,207.3,21.3
-M.ECB.H.bur.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.8,lognormal,108.1,0.15,normal,168.4,17.8,normal,168.5,17.8
-M.ECB.H.bur.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.4,lognormal,102.6,0.15,normal,160.1,17.0,normal,160.2,17.2
-M.ECB.H.bur.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.2,lognormal,100.5,0.15,normal,156.7,16.5,normal,156.8,16.3
-M.ECB.H.bur.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.5,lognormal,104.4,0.15,lognormal,163.9,0.12,lognormal,164.0,0.12
-M.ECB.H.bur.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.7,lognormal,106.9,0.15,lognormal,166.1,0.11,lognormal,166.2,0.11
-M.ECB.H.bur.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,15.9,lognormal,108.0,0.15,normal,168.8,18.2,lognormal,250.0,0.06
-M.ECB.H.bur.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.4,lognormal,102.8,0.15,lognormal,160.2,0.12,lognormal,250.0,0.09
-M.ECB.H.bur.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.3,0.15,normal,156.2,16.4,normal,241.3,17.2
-M.ECB.H.bur.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.7,lognormal,104.9,0.15,lognormal,163.3,0.11,lognormal,250.0,0.06
-M.ECB.H.bur.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.9,normal,106.1,13.9,normal,165.5,16.3,lognormal,250.0,0.06
-M.ECB.H.bur.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.8,lognormal,108.0,0.15,lognormal,174.4,0.11,normal,210.0,22.1
-M.ECB.H.bur.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,15.9,lognormal,103.1,0.15,lognormal,167.3,0.11,normal,201.0,22.1
-M.ECB.H.bur.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,100.5,0.15,lognormal,163.9,0.11,lognormal,196.6,0.13
-M.ECB.H.bur.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.8,lognormal,105.0,0.15,lognormal,170.5,0.11,normal,206.9,24.7
-M.ECB.H.bur.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.2,lognormal,106.9,0.15,lognormal,173.7,0.11,normal,205.9,20.7
-M.ECB.H.bur.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.1,lognormal,108.0,0.15,lognormal,176.0,0.11,lognormal,176.1,0.11
-M.ECB.H.bur.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,102.8,0.15,lognormal,168.5,0.11,lognormal,168.6,0.11
-M.ECB.H.bur.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.4,lognormal,100.5,0.15,lognormal,164.6,0.11,lognormal,164.7,0.11
-M.ECB.H.bur.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.9,lognormal,105.1,0.15,lognormal,170.6,0.11,lognormal,170.7,0.11
-M.ECB.H.bur.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.7,normal,106.1,13.8,lognormal,174.7,0.11,lognormal,174.8,0.11
-M.ECB.H.bur.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.2,lognormal,108.1,0.15,lognormal,176.6,0.11,lognormal,250.0,0.06
-M.ECB.H.bur.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.9,lognormal,103.0,0.15,lognormal,168.6,0.11,lognormal,250.0,0.09
-M.ECB.H.bur.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,100.5,0.15,lognormal,164.7,0.11,normal,236.7,16.8
-M.ECB.H.bur.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.6,lognormal,104.7,0.15,lognormal,170.1,0.1,lognormal,250.0,0.08
-M.ECB.H.bur.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,16.0,lognormal,107.0,0.15,normal,174.6,17.0,lognormal,250.0,0.06
-M.ECB.H.spm.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.2,lognormal,99.8,0.15,lognormal,135.7,0.1,lognormal,175.9,0.13
-M.ECB.H.spm.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,84.8,10.7,normal,90.6,9.8,normal,114.4,7.7,lognormal,160.7,0.12
-M.ECB.H.spm.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,84.7,11.4,normal,90.4,11.0,lognormal,122.1,0.1,normal,161.7,19.6
-M.ECB.H.spm.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,12.3,normal,95.1,11.8,normal,122.6,8.4,lognormal,166.0,0.12
-M.ECB.H.spm.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,14.4,lognormal,98.9,0.15,normal,131.1,10.6,lognormal,172.6,0.13
-M.ECB.H.spm.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.7,lognormal,100.3,0.16,normal,155.5,11.0,normal,155.6,11.0
-M.ECB.H.spm.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.0,11.9,normal,92.8,11.2,lognormal,128.2,0.08,lognormal,128.3,0.08
-M.ECB.H.spm.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.5,12.8,normal,92.1,12.4,lognormal,142.2,0.08,lognormal,142.3,0.08
-M.ECB.H.spm.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.6,13.7,lognormal,96.3,0.15,normal,138.4,9.8,normal,138.5,9.6
-M.ECB.H.spm.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,15.0,lognormal,98.9,0.15,lognormal,149.5,0.07,lognormal,149.6,0.07
-M.ECB.H.spm.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,15.2,lognormal,100.2,0.15,normal,148.4,9.6,normal,219.4,16.7
-M.ECB.H.spm.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,85.8,11.2,normal,91.6,10.6,normal,121.1,9.0,normal,195.2,14.4
-M.ECB.H.spm.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,85.6,12.1,normal,91.2,11.7,normal,134.2,10.8,lognormal,190.4,0.09
-M.ECB.H.spm.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,13.1,lognormal,95.7,0.14,normal,130.3,9.1,normal,204.6,15.0
-M.ECB.H.spm.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,14.6,lognormal,98.8,0.15,lognormal,141.8,0.07,normal,213.1,15.9
-M.ECB.H.spm.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,15.3,lognormal,100.4,0.15,normal,135.8,12.4,lognormal,176.1,0.14
-M.ECB.H.spm.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,84.7,10.6,normal,90.6,9.8,normal,114.5,7.7,lognormal,161.1,0.12
-M.ECB.H.spm.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,84.7,11.5,normal,90.4,11.1,lognormal,122.0,0.1,normal,162.8,20.4
-M.ECB.H.spm.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,12.4,normal,95.1,12.0,normal,122.6,8.3,normal,166.6,18.9
-M.ECB.H.spm.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,14.4,lognormal,98.6,0.15,normal,130.9,10.6,lognormal,172.7,0.13
-M.ECB.H.spm.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.2,15.5,lognormal,100.2,0.16,normal,156.7,9.6,normal,156.8,9.8
-M.ECB.H.spm.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.0,11.8,normal,92.8,11.3,lognormal,128.4,0.08,lognormal,128.5,0.08
-M.ECB.H.spm.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.3,12.8,normal,92.0,12.3,lognormal,143.6,0.08,normal,143.7,11.2
-M.ECB.H.spm.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.6,lognormal,96.3,0.15,normal,138.9,10.0,normal,139.0,9.8
-M.ECB.H.spm.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,14.9,lognormal,99.0,0.15,lognormal,150.6,0.07,lognormal,150.7,0.07
-M.ECB.H.spm.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.2,lognormal,100.3,0.15,normal,149.5,9.8,normal,221.9,18.2
-M.ECB.H.spm.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,85.9,11.2,normal,91.6,10.5,normal,121.1,8.9,normal,196.2,15.2
-M.ECB.H.spm.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,85.6,12.2,normal,91.4,11.8,normal,134.6,11.0,lognormal,190.6,0.09
-M.ECB.H.spm.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,13.2,normal,95.8,12.7,normal,130.3,9.1,lognormal,205.4,0.09
-M.ECB.H.spm.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,14.7,lognormal,98.7,0.15,lognormal,142.4,0.07,lognormal,216.3,0.09
-M.ECB.H.spm.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.6,lognormal,100.3,0.16,lognormal,138.4,0.11,lognormal,180.0,0.15
-M.ECB.H.spm.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.0,12.0,normal,92.3,11.2,lognormal,120.5,0.09,lognormal,165.5,0.12
-M.ECB.H.spm.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.2,12.5,normal,91.5,12.0,normal,124.7,12.4,lognormal,163.0,0.15
-M.ECB.H.spm.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.5,normal,96.1,12.9,lognormal,127.7,0.09,lognormal,171.1,0.13
-M.ECB.H.spm.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,14.9,lognormal,98.7,0.15,lognormal,134.4,0.1,lognormal,177.2,0.14
-M.ECB.H.spm.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.6,lognormal,100.2,0.15,normal,160.9,13.2,lognormal,161.0,0.09
-M.ECB.H.spm.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.4,13.0,normal,93.9,12.4,lognormal,138.9,0.1,lognormal,139.0,0.1
-M.ECB.H.spm.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.5,13.7,lognormal,92.5,0.15,lognormal,144.5,0.08,lognormal,144.6,0.08
-M.ECB.H.spm.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,14.5,lognormal,97.0,0.15,normal,147.8,12.4,lognormal,147.9,0.09
-M.ECB.H.spm.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.4,lognormal,99.1,0.15,normal,156.0,12.5,lognormal,156.2,0.08
-M.ECB.H.spm.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.6,lognormal,100.1,0.15,normal,155.2,11.3,normal,226.6,17.7
-M.ECB.H.spm.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.9,12.4,normal,93.3,11.8,lognormal,129.6,0.09,normal,198.9,15.2
-M.ECB.H.spm.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,13.2,lognormal,92.1,0.15,normal,138.3,10.7,normal,190.0,14.9
-M.ECB.H.spm.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,13.9,lognormal,96.5,0.15,lognormal,139.8,0.09,lognormal,206.6,0.07
-M.ECB.H.spm.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,15.0,lognormal,99.0,0.15,lognormal,149.8,0.08,normal,214.4,14.2
-M.ECB.H.spm.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.7,lognormal,100.3,0.15,lognormal,138.4,0.11,normal,178.6,23.4
-M.ECB.H.spm.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,11.8,normal,92.4,11.3,lognormal,120.2,0.09,lognormal,165.8,0.12
-M.ECB.H.spm.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.3,12.7,normal,91.8,12.2,normal,124.5,12.5,lognormal,162.8,0.15
-M.ECB.H.spm.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.6,13.6,normal,96.1,12.9,normal,126.9,10.2,normal,171.6,21.0
-M.ECB.H.spm.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,14.7,lognormal,98.8,0.15,lognormal,134.3,0.1,lognormal,178.7,0.15
-M.ECB.H.spm.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.4,0.15,lognormal,164.1,0.08,lognormal,164.2,0.08
-M.ECB.H.spm.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.5,13.0,normal,94.0,12.5,lognormal,139.9,0.1,lognormal,140.0,0.1
-M.ECB.H.spm.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.5,13.8,lognormal,92.4,0.15,normal,146.0,10.5,normal,146.1,10.3
-M.ECB.H.spm.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,14.3,lognormal,96.8,0.15,normal,149.6,13.0,lognormal,149.7,0.09
-M.ECB.H.spm.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,15.2,lognormal,98.9,0.15,lognormal,158.5,0.08,lognormal,158.6,0.08
-M.ECB.H.spm.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,15.6,lognormal,100.0,0.15,normal,156.5,10.7,lognormal,220.1,0.07
-M.ECB.H.spm.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.8,12.3,normal,93.3,11.9,lognormal,129.6,0.09,normal,198.5,14.9
-M.ECB.H.spm.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,13.2,lognormal,92.1,0.14,normal,139.1,11.1,normal,190.5,15.6
-M.ECB.H.spm.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,14.1,lognormal,96.4,0.15,lognormal,140.1,0.09,lognormal,209.5,0.08
-M.ECB.H.spm.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,15.1,lognormal,98.9,0.15,lognormal,150.8,0.08,normal,216.2,14.6
-M.ECB.H.spm.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.1,0.15,lognormal,140.6,0.12,lognormal,189.1,0.2
-M.ECB.H.spm.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.6,12.6,normal,93.9,12.2,normal,124.3,10.5,normal,168.7,18.4
-M.ECB.H.spm.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.4,13.5,lognormal,92.5,0.15,normal,126.4,13.1,normal,165.1,23.5
-M.ECB.H.spm.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,14.3,lognormal,97.0,0.15,normal,130.9,12.0,normal,177.2,22.9
-M.ECB.H.spm.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,15.3,lognormal,99.0,0.15,normal,137.1,14.3,lognormal,184.9,0.17
-M.ECB.H.spm.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.9,lognormal,100.3,0.15,normal,164.6,15.3,lognormal,164.7,0.1
-M.ECB.H.spm.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,13.8,lognormal,94.8,0.15,lognormal,143.6,0.08,lognormal,143.7,0.08
-M.ECB.H.spm.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.4,14.4,lognormal,93.1,0.15,lognormal,145.2,0.08,lognormal,145.3,0.08
-M.ECB.H.spm.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.0,lognormal,97.1,0.15,normal,152.6,11.9,lognormal,152.8,0.08
-M.ECB.H.spm.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,15.5,lognormal,99.1,0.16,normal,160.7,14.0,lognormal,160.9,0.09
-M.ECB.H.spm.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.6,lognormal,100.0,0.16,normal,159.0,11.8,normal,231.0,18.3
-M.ECB.H.spm.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,13.0,lognormal,94.3,0.14,normal,134.9,10.3,lognormal,200.7,0.08
-M.ECB.H.spm.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.8,14.0,lognormal,92.9,0.15,normal,139.8,10.0,normal,191.6,16.6
-M.ECB.H.spm.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.2,14.7,lognormal,97.1,0.15,normal,145.2,10.8,normal,208.0,13.9
-M.ECB.H.spm.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,99.2,0.16,normal,153.7,10.8,normal,217.5,14.3
-M.ECB.H.spm.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.8,lognormal,100.4,0.16,lognormal,140.4,0.12,lognormal,188.9,0.2
-M.ECB.H.spm.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.6,12.5,normal,93.9,12.1,normal,124.7,10.8,lognormal,170.4,0.13
-M.ECB.H.spm.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.4,13.6,lognormal,92.5,0.15,normal,126.5,13.2,lognormal,165.1,0.15
-M.ECB.H.spm.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,14.5,lognormal,96.8,0.15,normal,131.2,12.1,normal,176.9,22.3
-M.ECB.H.spm.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.2,lognormal,98.8,0.15,lognormal,136.9,0.11,lognormal,185.2,0.18
-M.ECB.H.spm.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.6,lognormal,100.2,0.15,normal,169.0,13.2,lognormal,169.1,0.08
-M.ECB.H.spm.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.8,13.9,lognormal,94.8,0.15,normal,144.9,11.7,normal,145.0,12.2
-M.ECB.H.spm.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.5,14.5,lognormal,93.1,0.15,normal,146.7,10.5,normal,146.8,10.6
-M.ECB.H.spm.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.3,15.0,lognormal,96.8,0.15,normal,154.1,10.7,normal,154.2,10.7
-M.ECB.H.spm.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.4,lognormal,98.8,0.15,lognormal,163.2,0.08,lognormal,163.3,0.08
-M.ECB.H.spm.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.8,lognormal,100.4,0.15,normal,161.1,11.0,normal,220.5,12.9
-M.ECB.H.spm.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,13.2,normal,94.5,12.7,normal,135.4,10.5,lognormal,201.4,0.08
-M.ECB.H.spm.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.9,14.0,lognormal,92.9,0.15,normal,140.5,9.8,normal,192.7,17.2
-M.ECB.H.spm.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.2,14.5,lognormal,97.0,0.15,lognormal,146.7,0.08,normal,206.7,13.1
-M.ECB.H.spm.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.6,lognormal,99.3,0.16,normal,155.7,10.4,normal,217.0,14.6
-M.ECB.H.spm.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.3,0.15,lognormal,140.9,0.12,lognormal,166.2,0.13
-M.ECB.H.spm.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.5,lognormal,95.5,0.16,lognormal,133.6,0.13,lognormal,157.5,0.13
-M.ECB.H.spm.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.2,lognormal,93.2,0.15,lognormal,128.7,0.12,lognormal,152.6,0.13
-M.ECB.H.spm.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.6,lognormal,97.3,0.16,lognormal,136.5,0.13,lognormal,160.6,0.13
-M.ECB.H.spm.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.8,lognormal,99.1,0.15,lognormal,139.4,0.13,lognormal,165.1,0.13
-M.ECB.H.spm.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.3,0.15,lognormal,167.1,0.11,lognormal,167.2,0.11
-M.ECB.H.spm.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.4,0.16,normal,155.4,14.1,lognormal,155.6,0.1
-M.ECB.H.spm.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.4,lognormal,93.2,0.16,normal,147.2,11.9,lognormal,147.4,0.09
-M.ECB.H.spm.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.3,lognormal,97.0,0.15,normal,159.8,14.5,lognormal,159.9,0.1
-M.ECB.H.spm.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,16.0,lognormal,99.1,0.15,lognormal,165.6,0.11,lognormal,165.7,0.11
-M.ECB.H.spm.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.6,lognormal,100.0,0.15,normal,166.7,16.3,normal,217.6,12.3
-M.ECB.H.spm.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,15.6,lognormal,95.5,0.16,normal,152.8,12.2,normal,202.3,15.9
-M.ECB.H.spm.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.2,0.16,lognormal,143.7,0.08,normal,186.6,14.5
-M.ECB.H.spm.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,97.2,0.16,normal,158.6,14.1,normal,212.2,15.8
-M.ECB.H.spm.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.7,lognormal,99.1,0.15,normal,162.0,14.3,normal,219.6,16.1
-M.ECB.H.spm.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.9,lognormal,100.2,0.15,lognormal,141.2,0.12,lognormal,165.9,0.13
-M.ECB.H.spm.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.5,lognormal,95.5,0.16,lognormal,133.1,0.13,normal,156.0,17.9
-M.ECB.H.spm.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.2,0.16,lognormal,129.1,0.12,lognormal,152.6,0.13
-M.ECB.H.spm.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,15.8,lognormal,97.5,0.16,lognormal,135.8,0.12,lognormal,159.7,0.12
-M.ECB.H.spm.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,15.5,lognormal,98.9,0.15,lognormal,139.9,0.13,lognormal,165.1,0.13
-M.ECB.H.spm.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.7,lognormal,100.4,0.15,lognormal,173.1,0.1,lognormal,173.2,0.1
-M.ECB.H.spm.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.6,lognormal,95.5,0.16,normal,159.1,12.9,lognormal,159.2,0.09
-M.ECB.H.spm.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.1,0.16,lognormal,149.6,0.08,lognormal,149.7,0.08
-M.ECB.H.spm.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.8,0.18,lognormal,97.2,0.16,normal,164.4,13.4,lognormal,164.5,0.09
-M.ECB.H.spm.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.1,0.15,lognormal,169.5,0.09,lognormal,169.6,0.09
-M.ECB.H.spm.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,16.0,lognormal,100.4,0.15,lognormal,170.8,0.09,lognormal,230.0,0.09
-M.ECB.H.spm.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.5,lognormal,95.4,0.16,normal,155.1,11.4,normal,202.3,16.0
-M.ECB.H.spm.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.4,lognormal,93.4,0.16,normal,145.4,10.1,normal,187.6,16.2
-M.ECB.H.spm.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.7,lognormal,97.4,0.15,normal,160.9,11.3,lognormal,211.7,0.08
-M.ECB.H.spm.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.6,lognormal,99.0,0.15,normal,167.2,13.2,lognormal,221.7,0.08
-M.ECB.H.spm.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.6,lognormal,100.0,0.15,lognormal,169.0,0.12,lognormal,216.7,0.13
-M.ECB.H.spm.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.5,0.15,normal,155.8,13.7,normal,208.3,22.6
-M.ECB.H.spm.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.4,lognormal,93.2,0.16,lognormal,154.9,0.11,normal,194.6,20.2
-M.ECB.H.spm.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.8,lognormal,97.1,0.16,lognormal,162.6,0.11,normal,212.4,24.9
-M.ECB.H.spm.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.8,lognormal,99.2,0.15,normal,166.1,17.5,normal,214.2,23.8
-M.ECB.H.spm.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.7,lognormal,100.3,0.15,lognormal,168.6,0.11,lognormal,168.7,0.11
-M.ECB.H.spm.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.5,lognormal,95.6,0.16,lognormal,161.3,0.12,lognormal,161.4,0.12
-M.ECB.H.spm.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.4,lognormal,93.3,0.16,lognormal,156.9,0.12,lognormal,157.0,0.12
-M.ECB.H.spm.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.6,lognormal,97.2,0.16,normal,162.8,16.4,normal,162.9,16.4
-M.ECB.H.spm.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,98.8,0.15,lognormal,166.4,0.11,normal,166.5,17.5
-M.ECB.H.spm.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.6,lognormal,100.0,0.15,lognormal,169.4,0.12,lognormal,250.0,0.06
-M.ECB.H.spm.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.4,0.16,lognormal,158.9,0.1,lognormal,250.0,0.09
-M.ECB.H.spm.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.4,lognormal,93.2,0.16,lognormal,156.5,0.11,lognormal,235.0,0.08
-M.ECB.H.spm.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,15.8,lognormal,97.5,0.16,lognormal,163.6,0.11,lognormal,250.0,0.06
-M.ECB.H.spm.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,15.4,lognormal,98.9,0.15,lognormal,167.0,0.11,lognormal,250.0,0.06
-M.ECB.H.spm.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.7,lognormal,100.1,0.15,normal,176.6,18.6,normal,215.1,23.1
-M.ECB.H.spm.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.3,0.15,normal,159.6,12.6,normal,208.4,23.3
-M.ECB.H.spm.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.4,lognormal,93.1,0.16,normal,159.5,14.2,lognormal,197.0,0.12
-M.ECB.H.spm.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.5,lognormal,97.2,0.15,lognormal,168.3,0.1,lognormal,214.3,0.13
-M.ECB.H.spm.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.8,lognormal,99.2,0.16,lognormal,173.0,0.11,normal,221.5,28.3
-M.ECB.H.spm.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.7,lognormal,100.1,0.15,lognormal,175.7,0.1,lognormal,175.8,0.11
-M.ECB.H.spm.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.4,lognormal,95.3,0.15,lognormal,168.5,0.11,lognormal,168.6,0.11
-M.ECB.H.spm.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.5,lognormal,93.3,0.16,lognormal,164.2,0.11,lognormal,164.3,0.11
-M.ECB.H.spm.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.4,lognormal,97.2,0.15,normal,170.4,16.6,normal,170.5,16.9
-M.ECB.H.spm.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.9,lognormal,99.1,0.16,lognormal,175.1,0.11,lognormal,175.2,0.11
-M.ECB.H.spm.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.8,lognormal,100.4,0.16,lognormal,175.8,0.1,lognormal,250.0,0.06
-M.ECB.H.spm.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.6,lognormal,95.4,0.16,lognormal,165.2,0.1,lognormal,250.0,0.06
-M.ECB.H.spm.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.5,lognormal,93.2,0.16,lognormal,163.3,0.11,normal,236.0,18.1
-M.ECB.H.spm.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.5,lognormal,97.1,0.15,lognormal,169.7,0.1,lognormal,250.0,0.06
-M.ECB.H.spm.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.1,0.15,lognormal,175.4,0.11,lognormal,250.0,0.06
-M.ECB.H.spm.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.1,0.15,lognormal,168.0,0.11,normal,215.6,21.9
-M.ECB.H.spm.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.3,0.16,normal,153.8,13.0,normal,205.2,21.1
-M.ECB.H.spm.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,15.3,lognormal,93.0,0.16,lognormal,154.8,0.11,normal,195.5,20.0
-M.ECB.H.spm.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.4,lognormal,97.1,0.15,normal,160.9,15.0,lognormal,214.1,0.13
-M.ECB.H.spm.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.9,lognormal,99.3,0.16,lognormal,165.5,0.11,lognormal,220.0,0.14
-M.ECB.H.spm.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.7,lognormal,100.2,0.15,lognormal,169.1,0.12,lognormal,169.2,0.12
-M.ECB.H.spm.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.3,lognormal,95.4,0.15,lognormal,159.5,0.11,lognormal,159.6,0.11
-M.ECB.H.spm.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.1,0.16,lognormal,157.0,0.12,lognormal,157.1,0.12
-M.ECB.H.spm.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.7,lognormal,97.4,0.16,lognormal,163.9,0.12,normal,164.0,17.8
-M.ECB.H.spm.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,98.9,0.15,normal,166.5,17.7,normal,166.6,17.7
-M.ECB.H.spm.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.5,lognormal,100.0,0.15,lognormal,168.8,0.12,lognormal,250.0,0.06
-M.ECB.H.spm.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.5,lognormal,95.6,0.16,normal,157.5,14.9,lognormal,250.0,0.08
-M.ECB.H.spm.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.2,0.16,lognormal,156.2,0.11,normal,232.5,15.9
-M.ECB.H.spm.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.8,0.18,lognormal,97.3,0.16,lognormal,163.9,0.11,lognormal,250.0,0.07
-M.ECB.H.spm.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,99.0,0.15,lognormal,166.9,0.12,lognormal,250.0,0.06
-M.ECB.H.spm.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.6,0.16,normal,174.9,17.2,lognormal,218.3,0.13
-M.ECB.H.spm.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.4,lognormal,95.4,0.16,lognormal,156.5,0.08,normal,208.1,22.4
-M.ECB.H.spm.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.2,0.16,normal,158.9,14.3,normal,196.6,20.9
-M.ECB.H.spm.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.5,lognormal,97.2,0.15,lognormal,165.3,0.09,normal,210.9,23.0
-M.ECB.H.spm.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.8,lognormal,99.0,0.15,lognormal,172.0,0.1,normal,210.9,20.3
-M.ECB.H.spm.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,16.1,lognormal,100.4,0.16,normal,175.5,16.8,lognormal,175.8,0.1
-M.ECB.H.spm.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.4,0.16,normal,167.0,15.9,lognormal,167.4,0.1
-M.ECB.H.spm.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,15.1,lognormal,93.0,0.16,lognormal,164.6,0.11,lognormal,164.7,0.11
-M.ECB.H.spm.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.18,lognormal,97.3,0.16,lognormal,171.4,0.11,lognormal,171.5,0.11
-M.ECB.H.spm.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.1,0.15,lognormal,175.2,0.11,lognormal,175.3,0.11
-M.ECB.H.spm.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.8,0.18,lognormal,100.4,0.16,lognormal,177.4,0.11,lognormal,250.0,0.06
-M.ECB.H.spm.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.5,lognormal,95.4,0.16,lognormal,162.9,0.09,lognormal,250.0,0.07
-M.ECB.H.spm.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,15.2,lognormal,93.0,0.15,lognormal,162.9,0.11,normal,235.9,18.3
-M.ECB.H.spm.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.8,lognormal,97.5,0.16,lognormal,169.2,0.1,lognormal,250.0,0.06
-M.ECB.H.spm.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.8,lognormal,99.0,0.16,lognormal,175.3,0.11,lognormal,250.0,0.06
-M.ECB.H.spm.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,16.0,lognormal,100.2,0.15,lognormal,168.8,0.11,lognormal,221.7,0.13
-M.ECB.H.spm.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.5,0.16,normal,152.6,12.4,lognormal,210.8,0.12
-M.ECB.H.spm.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.2,0.16,normal,154.4,15.4,lognormal,198.1,0.12
-M.ECB.H.spm.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.6,lognormal,97.4,0.16,normal,159.4,14.2,lognormal,216.6,0.13
-M.ECB.H.spm.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,98.8,0.15,lognormal,165.5,0.11,normal,215.8,21.2
-M.ECB.H.spm.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,16.1,lognormal,100.5,0.16,lognormal,168.5,0.11,lognormal,168.6,0.11
-M.ECB.H.spm.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.4,lognormal,95.5,0.16,normal,160.0,16.7,lognormal,160.3,0.11
-M.ECB.H.spm.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.1,lognormal,93.1,0.16,normal,156.6,16.7,normal,156.7,16.6
-M.ECB.H.spm.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.3,0.16,normal,163.7,17.5,lognormal,163.9,0.12
-M.ECB.H.spm.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,99.1,0.15,lognormal,166.4,0.11,normal,166.5,17.5
-M.ECB.H.spm.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.7,lognormal,100.2,0.15,normal,168.3,18.0,lognormal,250.0,0.06
-M.ECB.H.spm.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.2,lognormal,95.3,0.15,normal,156.6,14.2,lognormal,250.0,0.08
-M.ECB.H.spm.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.4,lognormal,93.1,0.16,lognormal,155.8,0.11,normal,235.7,18.6
-M.ECB.H.spm.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.3,lognormal,97.0,0.15,normal,161.2,15.4,lognormal,250.0,0.07
-M.ECB.H.spm.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,99.2,0.15,lognormal,168.4,0.13,lognormal,250.0,0.06
-M.ECB.H.spm.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.3,0.15,lognormal,174.1,0.1,normal,217.1,23.7
-M.ECB.H.spm.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.2,lognormal,95.4,0.16,normal,154.0,10.9,normal,208.2,21.7
-M.ECB.H.spm.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.2,0.16,lognormal,157.7,0.09,normal,196.0,19.8
-M.ECB.H.spm.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,97.1,0.16,normal,163.9,13.3,normal,214.8,22.6
-M.ECB.H.spm.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,16.0,lognormal,99.4,0.16,lognormal,171.2,0.1,lognormal,217.6,0.12
-M.ECB.H.spm.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,16.0,lognormal,100.0,0.15,normal,175.9,17.1,normal,176.0,17.3
-M.ECB.H.spm.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.3,0.15,normal,166.8,16.0,lognormal,167.1,0.1
-M.ECB.H.spm.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.2,0.16,lognormal,164.2,0.11,normal,164.3,17.5
-M.ECB.H.spm.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.7,lognormal,97.2,0.15,lognormal,171.0,0.11,normal,171.1,17.5
-M.ECB.H.spm.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,99.0,0.15,lognormal,175.5,0.11,lognormal,175.6,0.12
-M.ECB.H.spm.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.9,lognormal,100.2,0.15,lognormal,176.4,0.11,lognormal,250.0,0.07
-M.ECB.H.spm.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.3,lognormal,95.3,0.15,normal,159.9,12.5,normal,250.3,19.3
-M.ECB.H.spm.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.2,0.16,lognormal,162.8,0.1,lognormal,235.0,0.09
-M.ECB.H.spm.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.7,lognormal,97.4,0.16,normal,168.8,15.3,lognormal,250.0,0.06
-M.ECB.H.spm.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,99.0,0.15,lognormal,173.8,0.1,lognormal,250.0,0.06
-M.ECB.H.spm.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.4,lognormal,99.9,0.15,lognormal,168.3,0.11,lognormal,211.1,0.12
-M.ECB.H.spm.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.3,0.16,lognormal,160.2,0.12,lognormal,201.8,0.12
-M.ECB.H.spm.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.0,0.16,lognormal,157.3,0.12,normal,193.9,19.7
-M.ECB.H.spm.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.4,lognormal,97.0,0.15,lognormal,163.7,0.12,lognormal,205.3,0.13
-M.ECB.H.spm.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.7,lognormal,99.0,0.15,lognormal,165.3,0.11,normal,208.2,21.4
-M.ECB.H.spm.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.6,lognormal,100.3,0.15,normal,168.5,17.9,normal,168.6,18.5
-M.ECB.H.spm.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.5,lognormal,95.3,0.16,lognormal,160.3,0.11,lognormal,160.4,0.11
-M.ECB.H.spm.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.2,0.16,normal,156.6,16.5,normal,156.7,16.4
-M.ECB.H.spm.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.5,lognormal,97.1,0.15,lognormal,163.8,0.12,lognormal,163.9,0.12
-M.ECB.H.spm.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,98.9,0.15,lognormal,166.0,0.11,lognormal,166.1,0.11
-M.ECB.H.spm.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.8,lognormal,100.1,0.15,lognormal,169.5,0.12,lognormal,250.0,0.06
-M.ECB.H.spm.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.0,15.2,lognormal,95.1,0.15,lognormal,160.2,0.12,lognormal,250.0,0.09
-M.ECB.H.spm.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.1,lognormal,93.1,0.15,normal,156.4,16.6,normal,241.3,17.2
-M.ECB.H.spm.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.3,0.16,lognormal,163.5,0.11,lognormal,250.0,0.07
-M.ECB.H.spm.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.0,0.15,lognormal,165.7,0.11,lognormal,250.0,0.06
-M.ECB.H.spm.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.6,lognormal,99.9,0.15,lognormal,174.4,0.11,normal,210.0,22.1
-M.ECB.H.spm.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,15.9,lognormal,95.8,0.16,lognormal,167.3,0.11,normal,201.0,22.1
-M.ECB.H.spm.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.2,0.16,lognormal,163.7,0.11,normal,196.1,22.5
-M.ECB.H.spm.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.3,0.16,lognormal,170.2,0.11,lognormal,207.8,0.13
-M.ECB.H.spm.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.9,lognormal,99.3,0.16,lognormal,173.9,0.11,normal,205.7,21.2
-M.ECB.H.spm.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.9,lognormal,100.4,0.15,lognormal,175.9,0.11,lognormal,176.0,0.11
-M.ECB.H.spm.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.5,lognormal,95.5,0.16,lognormal,168.6,0.11,lognormal,168.7,0.12
-M.ECB.H.spm.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.3,lognormal,93.2,0.16,lognormal,164.6,0.11,lognormal,164.7,0.11
-M.ECB.H.spm.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.7,lognormal,97.4,0.16,lognormal,170.8,0.11,lognormal,170.9,0.11
-M.ECB.H.spm.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.0,0.15,lognormal,174.8,0.11,lognormal,174.9,0.11
-M.ECB.H.spm.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.3,0.15,lognormal,176.6,0.11,lognormal,250.0,0.06
-M.ECB.H.spm.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.6,lognormal,95.5,0.16,lognormal,168.6,0.11,lognormal,250.0,0.09
-M.ECB.H.spm.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.3,lognormal,93.2,0.16,lognormal,164.1,0.11,normal,240.6,18.8
-M.ECB.H.spm.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.18,lognormal,97.2,0.16,lognormal,170.1,0.1,lognormal,250.0,0.08
-M.ECB.H.spm.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,98.8,0.15,normal,174.5,17.0,lognormal,250.0,0.06
-M.ECB.L.bur.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,12.5,normal,122.1,9.5,lognormal,131.9,0.07,lognormal,200.3,0.11
-M.ECB.L.bur.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,9.7,normal,97.5,8.4,normal,105.8,7.7,lognormal,172.4,0.18
-M.ECB.L.bur.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,10.6,normal,100.8,9.3,normal,113.4,9.8,lognormal,187.7,0.1
-M.ECB.L.bur.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,11.2,normal,106.1,8.8,normal,115.1,7.6,lognormal,186.2,0.17
-M.ECB.L.bur.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,11.7,normal,115.5,8.8,normal,124.8,7.5,lognormal,197.5,0.15
-M.ECB.L.bur.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,12.8,normal,126.9,9.3,lognormal,140.2,0.07,normal,223.0,14.9
-M.ECB.L.bur.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.5,normal,102.6,8.9,normal,113.0,8.2,normal,194.9,15.5
-M.ECB.L.bur.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,12.2,lognormal,108.3,0.11,normal,125.9,12.0,lognormal,181.6,0.11
-M.ECB.L.bur.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,11.9,normal,111.9,9.3,normal,122.4,8.4,normal,208.6,18.4
-M.ECB.L.bur.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,12.4,normal,121.8,9.7,normal,133.2,9.4,normal,215.3,14.3
-M.ECB.L.bur.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,12.9,normal,124.2,9.3,normal,135.6,9.0,normal,222.2,16.2
-M.ECB.L.bur.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,10.1,normal,100.1,8.7,lognormal,109.6,0.08,normal,192.3,16.6
-M.ECB.L.bur.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,11.4,lognormal,104.2,0.1,lognormal,120.0,0.1,normal,183.7,17.7
-M.ECB.L.bur.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,11.6,normal,109.0,9.2,normal,119.2,8.7,lognormal,203.4,0.09
-M.ECB.L.bur.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,12.7,normal,118.7,9.5,lognormal,128.7,0.07,normal,216.5,17.8
-M.ECB.L.bur.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,12.2,normal,121.9,9.7,lognormal,131.8,0.07,lognormal,200.9,0.12
-M.ECB.L.bur.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,9.7,lognormal,97.3,0.09,normal,105.9,7.6,lognormal,174.7,0.19
-M.ECB.L.bur.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,10.7,lognormal,101.1,0.1,normal,113.5,9.7,normal,195.7,17.1
-M.ECB.L.bur.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,11.0,normal,105.9,8.6,normal,115.3,7.7,lognormal,188.8,0.18
-M.ECB.L.bur.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,12.2,normal,115.8,9.2,normal,124.8,7.6,lognormal,194.8,0.13
-M.ECB.L.bur.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,13.5,normal,127.1,9.6,normal,140.3,9.8,normal,236.4,17.5
-M.ECB.L.bur.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.4,normal,102.6,8.7,normal,113.1,8.4,normal,214.8,20.2
-M.ECB.L.bur.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,12.0,lognormal,108.5,0.11,normal,126.0,12.1,lognormal,194.0,0.11
-M.ECB.L.bur.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,11.7,normal,111.8,9.5,normal,122.7,8.4,normal,224.8,20.3
-M.ECB.L.bur.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,12.6,normal,121.8,9.9,normal,133.3,9.4,normal,234.8,20.3
-M.ECB.L.bur.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,13.1,normal,124.1,9.3,lognormal,135.6,0.07,lognormal,228.3,0.08
-M.ECB.L.bur.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,10.1,normal,99.9,8.7,lognormal,109.4,0.08,normal,203.4,20.8
-M.ECB.L.bur.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.3,11.2,normal,104.4,10.1,lognormal,119.9,0.1,lognormal,199.6,0.12
-M.ECB.L.bur.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,11.6,normal,109.1,9.2,normal,119.1,8.6,normal,213.9,21.8
-M.ECB.L.bur.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,12.6,normal,118.9,9.7,lognormal,128.9,0.07,normal,221.3,18.2
-M.ECB.L.bur.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,14.1,normal,129.3,11.8,lognormal,141.7,0.09,lognormal,219.3,0.11
-M.ECB.L.bur.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.9,normal,104.6,10.6,lognormal,115.0,0.1,normal,192.0,23.2
-M.ECB.L.bur.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,13.2,lognormal,109.9,0.13,normal,124.3,13.0,normal,183.2,18.1
-M.ECB.L.bur.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,12.6,normal,113.7,11.1,normal,124.3,11.1,normal,202.1,21.0
-M.ECB.L.bur.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,13.6,normal,123.4,11.4,normal,134.9,12.1,normal,212.7,20.6
-M.ECB.L.bur.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,14.8,lognormal,135.7,0.1,lognormal,152.7,0.1,normal,220.9,15.5
-M.ECB.L.bur.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.0,12.7,normal,111.0,11.7,normal,124.0,12.4,normal,196.1,17.1
-M.ECB.L.bur.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,14.4,lognormal,118.2,0.13,lognormal,138.5,0.13,lognormal,178.7,0.1
-M.ECB.L.bur.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,13.6,lognormal,120.7,0.11,lognormal,134.0,0.1,lognormal,206.4,0.09
-M.ECB.L.bur.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,14.5,lognormal,129.6,0.1,normal,145.6,14.3,normal,213.4,14.8
-M.ECB.L.bur.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,13.8,lognormal,132.6,0.1,lognormal,148.2,0.1,normal,219.4,14.6
-M.ECB.L.bur.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,12.3,lognormal,108.2,0.11,lognormal,119.9,0.11,lognormal,199.2,0.11
-M.ECB.L.bur.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,13.9,normal,113.9,13.1,normal,131.7,15.1,lognormal,181.0,0.11
-M.ECB.L.bur.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,13.3,normal,116.7,11.1,lognormal,129.3,0.1,normal,209.6,19.9
-M.ECB.L.bur.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,14.1,normal,126.6,11.5,lognormal,140.4,0.1,normal,222.5,20.6
-M.ECB.L.bur.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,14.7,normal,129.4,11.6,lognormal,142.4,0.1,normal,222.1,22.1
-M.ECB.L.bur.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.9,lognormal,104.7,0.11,lognormal,114.9,0.1,normal,196.9,27.2
-M.ECB.L.bur.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,13.4,lognormal,109.8,0.12,normal,124.1,13.0,normal,195.9,21.6
-M.ECB.L.bur.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.8,normal,113.7,10.9,normal,124.4,11.0,normal,207.8,23.5
-M.ECB.L.bur.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,13.4,normal,123.4,11.6,normal,134.7,11.9,normal,216.4,21.6
-M.ECB.L.bur.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,14.6,lognormal,135.8,0.1,lognormal,152.8,0.1,normal,248.3,24.3
-M.ECB.L.bur.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,12.5,normal,110.8,11.6,lognormal,124.1,0.11,lognormal,214.0,0.11
-M.ECB.L.bur.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.2,lognormal,117.8,0.13,lognormal,139.7,0.13,lognormal,190.2,0.11
-M.ECB.L.bur.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.5,lognormal,120.5,0.11,lognormal,133.9,0.1,normal,223.7,21.9
-M.ECB.L.bur.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,14.8,lognormal,129.8,0.1,lognormal,145.2,0.1,normal,226.4,17.0
-M.ECB.L.bur.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,14.2,lognormal,133.1,0.1,lognormal,147.8,0.1,normal,248.7,23.3
-M.ECB.L.bur.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,12.4,lognormal,108.1,0.11,lognormal,119.8,0.11,normal,213.5,21.1
-M.ECB.L.bur.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,13.7,lognormal,114.3,0.13,normal,131.8,15.0,lognormal,193.5,0.11
-M.ECB.L.bur.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,13.0,lognormal,117.7,0.11,lognormal,129.2,0.1,normal,221.8,18.5
-M.ECB.L.bur.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,14.1,normal,126.6,11.3,lognormal,140.8,0.1,normal,238.9,22.3
-M.ECB.L.bur.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,14.3,lognormal,138.1,0.1,normal,154.1,12.3,normal,244.8,28.1
-M.ECB.L.bur.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,12.0,normal,113.2,11.0,normal,125.2,10.1,normal,196.5,17.0
-M.ECB.L.bur.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,15.0,normal,119.6,12.7,normal,134.8,12.3,lognormal,183.1,0.11
-M.ECB.L.bur.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,12.9,lognormal,122.5,0.1,normal,135.5,11.3,normal,206.3,16.0
-M.ECB.L.bur.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,14.1,normal,131.7,11.5,lognormal,148.2,0.09,normal,221.1,18.0
-M.ECB.L.bur.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,16.6,normal,146.4,15.1,normal,166.8,15.5,normal,226.2,18.2
-M.ECB.L.bur.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.9,normal,120.5,11.8,normal,137.1,12.4,lognormal,196.4,0.1
-M.ECB.L.bur.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,16.2,normal,126.7,13.9,normal,146.5,15.4,lognormal,179.2,0.1
-M.ECB.L.bur.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,14.7,lognormal,129.6,0.1,normal,148.0,13.7,normal,206.9,19.5
-M.ECB.L.bur.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,15.6,normal,139.4,13.6,normal,158.6,13.5,normal,213.9,16.6
-M.ECB.L.bur.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,15.6,normal,141.9,13.2,normal,160.1,13.4,normal,229.8,20.3
-M.ECB.L.bur.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.1,normal,116.7,11.3,normal,130.7,11.7,lognormal,197.3,0.1
-M.ECB.L.bur.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.1,normal,123.4,13.2,normal,141.5,13.8,normal,179.5,17.4
-M.ECB.L.bur.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.6,normal,125.5,11.5,normal,141.3,12.2,lognormal,210.4,0.11
-M.ECB.L.bur.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,14.4,lognormal,136.1,0.1,normal,153.6,13.4,normal,225.9,21.7
-M.ECB.L.bur.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,14.4,normal,138.0,12.5,normal,154.1,12.2,normal,248.1,24.9
-M.ECB.L.bur.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,12.1,normal,113.5,11.1,normal,125.0,10.1,normal,203.3,19.4
-M.ECB.L.bur.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,14.8,normal,119.5,12.5,normal,134.7,12.2,normal,190.4,18.7
-M.ECB.L.bur.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,12.8,lognormal,122.8,0.1,lognormal,135.7,0.09,normal,213.0,17.5
-M.ECB.L.bur.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,14.1,normal,131.9,11.7,normal,147.8,12.3,normal,217.5,12.9
-M.ECB.L.bur.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,17.1,normal,145.7,14.8,normal,167.4,16.6,normal,248.3,24.4
-M.ECB.L.bur.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.7,lognormal,121.0,0.11,normal,136.9,12.4,normal,211.7,19.8
-M.ECB.L.bur.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,16.2,normal,126.8,13.7,lognormal,148.6,0.12,normal,186.2,16.3
-M.ECB.L.bur.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,14.7,normal,129.7,12.6,normal,148.9,14.2,normal,225.2,21.4
-M.ECB.L.bur.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,15.6,normal,140.0,14.0,normal,158.8,14.1,normal,235.0,20.0
-M.ECB.L.bur.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,15.7,normal,142.6,14.2,normal,160.8,13.7,lognormal,250.0,0.1
-M.ECB.L.bur.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,13.2,normal,116.7,11.2,lognormal,131.4,0.1,normal,210.7,17.7
-M.ECB.L.bur.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.9,normal,123.5,13.3,lognormal,143.0,0.11,lognormal,190.1,0.11
-M.ECB.L.bur.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,14.1,normal,125.7,11.4,lognormal,142.9,0.1,normal,220.1,17.2
-M.ECB.L.bur.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,14.4,normal,135.7,13.0,normal,154.1,13.4,lognormal,250.0,0.13
-M.ECB.L.bur.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.5,normal,157.6,19.6,lognormal,173.8,0.12,lognormal,218.0,0.13
-M.ECB.L.bur.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,21.1,lognormal,144.2,0.15,lognormal,160.4,0.14,lognormal,189.1,0.11
-M.ECB.L.bur.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.1,lognormal,135.9,0.14,lognormal,150.3,0.14,normal,173.8,15.5
-M.ECB.L.bur.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,22.3,lognormal,149.0,0.14,lognormal,164.5,0.13,lognormal,203.4,0.13
-M.ECB.L.bur.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,22.5,lognormal,155.9,0.14,normal,170.9,20.6,normal,208.6,21.9
-M.ECB.L.bur.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.8,lognormal,159.2,0.14,lognormal,182.4,0.15,lognormal,250.0,0.09
-M.ECB.L.bur.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,21.2,lognormal,144.4,0.15,lognormal,166.7,0.15,normal,207.0,14.6
-M.ECB.L.bur.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,20.3,lognormal,137.9,0.15,lognormal,157.8,0.15,normal,185.1,14.9
-M.ECB.L.bur.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.3,normal,150.1,19.4,lognormal,172.7,0.15,normal,219.2,14.3
-M.ECB.L.bur.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.3,lognormal,155.8,0.15,lognormal,177.5,0.14,normal,240.4,19.1
-M.ECB.L.bur.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,22.9,lognormal,158.7,0.14,lognormal,184.4,0.16,lognormal,250.0,0.1
-M.ECB.L.bur.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,21.6,normal,144.0,18.9,lognormal,166.8,0.15,normal,204.9,16.2
-M.ECB.L.bur.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,19.9,lognormal,137.5,0.15,lognormal,157.3,0.15,lognormal,180.7,0.08
-M.ECB.L.bur.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,21.7,lognormal,150.5,0.15,normal,170.6,21.3,normal,216.8,15.1
-M.ECB.L.bur.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.0,lognormal,156.4,0.15,normal,178.1,23.1,lognormal,250.0,0.12
-M.ECB.L.bur.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,23.1,lognormal,158.0,0.14,lognormal,173.4,0.13,lognormal,216.0,0.13
-M.ECB.L.bur.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,21.1,normal,143.2,18.2,lognormal,158.0,0.13,lognormal,192.0,0.13
-M.ECB.L.bur.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,20.0,lognormal,136.2,0.14,lognormal,149.8,0.13,normal,177.4,18.4
-M.ECB.L.bur.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,21.6,lognormal,149.9,0.15,lognormal,164.4,0.13,lognormal,205.6,0.14
-M.ECB.L.bur.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.0,lognormal,155.4,0.15,normal,170.2,19.4,lognormal,217.8,0.15
-M.ECB.L.bur.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.3,normal,159.5,21.1,lognormal,182.9,0.15,lognormal,250.0,0.08
-M.ECB.L.bur.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,21.0,lognormal,145.3,0.15,normal,166.4,22.6,lognormal,213.1,0.09
-M.ECB.L.bur.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.4,lognormal,137.8,0.15,normal,157.2,21.3,normal,188.3,15.2
-M.ECB.L.bur.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,21.5,lognormal,149.6,0.15,normal,171.6,22.5,normal,231.1,18.1
-M.ECB.L.bur.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.1,lognormal,156.7,0.15,normal,178.6,23.2,normal,249.6,21.0
-M.ECB.L.bur.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,23.4,lognormal,160.4,0.15,lognormal,183.1,0.15,lognormal,250.0,0.08
-M.ECB.L.bur.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,21.1,lognormal,144.9,0.15,normal,166.3,22.5,normal,207.9,16.2
-M.ECB.L.bur.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,20.8,lognormal,137.3,0.15,lognormal,158.1,0.15,lognormal,184.2,0.08
-M.ECB.L.bur.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.3,lognormal,151.2,0.15,lognormal,173.3,0.15,normal,221.1,14.1
-M.ECB.L.bur.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,22.6,lognormal,156.1,0.15,lognormal,179.1,0.15,lognormal,250.0,0.1
-M.ECB.L.bur.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,21.2,normal,156.8,19.2,normal,179.0,21.7,lognormal,219.2,0.08
-M.ECB.L.bur.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.7,normal,136.1,14.1,normal,154.4,14.8,lognormal,192.7,0.1
-M.ECB.L.bur.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,18.9,normal,134.8,16.8,lognormal,154.9,0.14,lognormal,193.1,0.13
-M.ECB.L.bur.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,18.8,normal,144.1,15.4,normal,164.7,17.7,lognormal,204.9,0.11
-M.ECB.L.bur.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,20.4,normal,152.9,18.9,normal,175.2,21.3,normal,214.9,18.3
-M.ECB.L.bur.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,23.2,lognormal,158.8,0.14,normal,180.9,22.5,lognormal,226.5,0.09
-M.ECB.L.bur.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,18.3,normal,140.7,16.7,normal,160.8,18.7,normal,193.6,18.9
-M.ECB.L.bur.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,19.3,lognormal,136.2,0.14,lognormal,157.2,0.15,lognormal,210.5,0.16
-M.ECB.L.bur.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,20.4,normal,147.8,18.0,normal,169.4,20.3,normal,205.8,18.0
-M.ECB.L.bur.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,20.9,normal,155.3,20.1,normal,176.3,21.9,lognormal,216.5,0.09
-M.ECB.L.bur.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.1,22.4,lognormal,157.5,0.14,lognormal,180.2,0.14,normal,219.7,15.9
-M.ECB.L.bur.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,17.5,normal,138.4,15.5,normal,157.3,16.5,lognormal,189.8,0.09
-M.ECB.L.bur.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,19.4,lognormal,135.9,0.14,lognormal,154.9,0.14,lognormal,202.3,0.16
-M.ECB.L.bur.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,19.7,normal,146.8,17.2,normal,167.2,19.5,normal,201.0,17.7
-M.ECB.L.bur.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,20.9,normal,153.6,18.4,lognormal,175.4,0.13,normal,214.4,17.9
-M.ECB.L.bur.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,21.0,normal,157.9,19.8,lognormal,181.4,0.14,normal,239.7,20.6
-M.ECB.L.bur.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,16.5,normal,136.4,14.2,normal,156.9,16.1,lognormal,207.0,0.11
-M.ECB.L.bur.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.9,lognormal,135.6,0.14,normal,155.8,20.3,lognormal,199.6,0.12
-M.ECB.L.bur.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.2,normal,144.3,15.5,lognormal,167.2,0.13,normal,212.7,16.0
-M.ECB.L.bur.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,20.2,normal,153.5,18.4,normal,176.4,21.5,normal,219.0,13.7
-M.ECB.L.bur.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.4,22.7,lognormal,159.0,0.14,normal,181.7,23.4,normal,248.7,23.3
-M.ECB.L.bur.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,18.9,normal,141.0,16.7,normal,164.0,21.1,normal,202.9,17.7
-M.ECB.L.bur.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,20.0,normal,136.2,17.4,lognormal,158.5,0.16,lognormal,230.7,0.18
-M.ECB.L.bur.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.2,normal,148.1,18.1,normal,171.2,21.9,normal,213.8,17.7
-M.ECB.L.bur.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,20.9,lognormal,155.2,0.14,normal,178.6,23.6,normal,230.0,20.6
-M.ECB.L.bur.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,21.8,normal,157.4,19.7,lognormal,183.4,0.16,normal,247.5,26.5
-M.ECB.L.bur.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,18.4,normal,139.0,15.5,normal,161.0,19.4,lognormal,203.1,0.1
-M.ECB.L.bur.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,18.8,lognormal,136.4,0.14,lognormal,158.2,0.15,normal,208.1,26.5
-M.ECB.L.bur.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.6,normal,146.1,16.4,normal,170.0,21.8,normal,212.8,17.7
-M.ECB.L.bur.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,20.7,lognormal,154.5,0.14,normal,177.6,22.6,normal,222.6,15.1
-M.ECB.L.bur.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,21.9,normal,156.1,18.3,lognormal,178.4,0.13,normal,219.5,16.7
-M.ECB.L.bur.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,17.0,normal,134.4,13.6,lognormal,152.0,0.11,lognormal,193.4,0.1
-M.ECB.L.bur.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,18.5,normal,133.8,16.0,lognormal,152.8,0.13,lognormal,190.5,0.14
-M.ECB.L.bur.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.9,normal,143.2,15.3,normal,161.6,15.9,normal,206.8,19.7
-M.ECB.L.bur.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,19.9,normal,151.4,17.7,normal,172.2,19.7,normal,214.4,16.0
-M.ECB.L.bur.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,21.1,normal,157.4,19.6,normal,179.1,22.2,normal,220.6,15.5
-M.ECB.L.bur.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.8,normal,139.3,15.9,normal,158.5,18.0,normal,193.6,18.6
-M.ECB.L.bur.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,19.2,normal,136.1,17.7,lognormal,155.5,0.14,lognormal,206.9,0.16
-M.ECB.L.bur.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.6,normal,146.7,17.3,normal,168.3,20.5,normal,204.5,16.4
-M.ECB.L.bur.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,21.0,normal,154.4,19.8,normal,175.4,21.7,normal,215.1,16.3
-M.ECB.L.bur.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,21.1,normal,157.3,19.3,lognormal,180.0,0.13,normal,221.5,17.1
-M.ECB.L.bur.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.5,normal,136.3,14.0,normal,155.2,16.0,lognormal,191.5,0.1
-M.ECB.L.bur.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.5,lognormal,135.1,0.14,lognormal,154.8,0.14,lognormal,194.9,0.15
-M.ECB.L.bur.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,18.5,normal,145.0,16.7,normal,164.6,18.2,normal,204.0,19.1
-M.ECB.L.bur.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,20.2,normal,153.1,19.0,normal,174.9,20.7,normal,212.2,16.1
-M.ECB.L.bur.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,20.8,lognormal,156.9,0.13,normal,179.1,22.2,normal,235.6,18.8
-M.ECB.L.bur.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.6,normal,134.3,13.7,normal,152.6,14.8,normal,206.2,19.3
-M.ECB.L.bur.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.5,normal,134.0,16.2,lognormal,155.9,0.14,normal,198.5,22.5
-M.ECB.L.bur.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.7,normal,143.9,16.5,normal,164.0,17.5,normal,216.2,17.8
-M.ECB.L.bur.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,19.7,normal,151.3,17.5,normal,173.4,19.8,normal,223.7,15.5
-M.ECB.L.bur.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,22.0,normal,158.6,20.2,normal,181.2,23.0,normal,244.4,21.4
-M.ECB.L.bur.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,17.8,normal,139.3,16.1,lognormal,162.2,0.13,lognormal,206.4,0.11
-M.ECB.L.bur.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,19.4,lognormal,136.6,0.14,lognormal,157.6,0.15,lognormal,221.4,0.17
-M.ECB.L.bur.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,20.1,normal,147.6,17.8,lognormal,170.2,0.13,normal,212.4,15.8
-M.ECB.L.bur.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,21.1,lognormal,155.1,0.14,lognormal,179.4,0.15,normal,229.5,20.0
-M.ECB.L.bur.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,21.7,normal,158.1,20.0,normal,181.3,22.6,normal,248.0,25.1
-M.ECB.L.bur.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,16.8,normal,136.9,14.9,lognormal,157.7,0.12,lognormal,203.2,0.1
-M.ECB.L.bur.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.2,normal,135.3,17.3,normal,157.4,21.3,lognormal,205.3,0.14
-M.ECB.L.bur.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.4,normal,145.0,16.4,normal,166.5,19.0,normal,215.5,18.0
-M.ECB.L.bur.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,20.4,normal,152.7,17.9,normal,175.7,21.6,lognormal,226.2,0.08
-M.ECB.L.bur.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,20.9,normal,155.8,18.3,normal,175.6,19.2,normal,222.2,19.1
-M.ECB.L.bur.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,15.5,normal,132.3,12.7,normal,148.9,13.6,lognormal,192.3,0.1
-M.ECB.L.bur.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,17.6,normal,133.3,15.9,normal,151.4,17.2,normal,183.9,19.3
-M.ECB.L.bur.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.3,normal,141.3,14.3,normal,158.9,14.1,normal,203.3,18.6
-M.ECB.L.bur.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,19.0,normal,150.4,16.5,normal,170.5,18.4,normal,211.6,16.6
-M.ECB.L.bur.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,21.9,normal,157.7,19.2,lognormal,180.2,0.14,normal,216.9,16.1
-M.ECB.L.bur.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,17.1,normal,137.2,14.7,normal,156.5,16.3,normal,190.1,16.7
-M.ECB.L.bur.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.2,lognormal,135.9,0.14,lognormal,155.0,0.14,lognormal,204.3,0.16
-M.ECB.L.bur.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,18.8,normal,145.7,16.8,normal,167.9,19.9,normal,201.8,17.5
-M.ECB.L.bur.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,20.4,normal,153.2,18.5,normal,175.7,21.8,normal,210.6,16.4
-M.ECB.L.bur.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,21.4,normal,157.1,19.5,normal,177.9,20.4,normal,219.6,17.5
-M.ECB.L.bur.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,16.9,lognormal,135.1,0.11,normal,152.7,14.1,normal,189.9,16.8
-M.ECB.L.bur.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,18.9,normal,134.4,16.6,lognormal,154.1,0.14,lognormal,186.4,0.12
-M.ECB.L.bur.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,18.2,normal,143.7,15.9,normal,163.5,17.8,lognormal,201.4,0.09
-M.ECB.L.bur.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,20.6,normal,152.0,18.0,normal,174.2,20.1,normal,211.6,16.2
-M.ECB.L.bur.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,20.1,lognormal,155.3,0.13,normal,177.5,21.0,normal,247.5,26.4
-M.ECB.L.bur.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,15.8,normal,132.3,12.8,normal,150.2,14.0,lognormal,205.6,0.11
-M.ECB.L.bur.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,18.6,normal,133.3,15.8,lognormal,153.7,0.13,lognormal,195.4,0.12
-M.ECB.L.bur.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,17.0,normal,141.3,14.1,normal,160.4,15.8,normal,216.1,20.2
-M.ECB.L.bur.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,19.2,normal,150.2,16.6,normal,171.9,19.3,normal,222.3,16.4
-M.ECB.L.bur.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,22.0,normal,157.0,19.3,lognormal,182.2,0.15,normal,223.5,14.3
-M.ECB.L.bur.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.0,normal,137.7,14.7,normal,159.7,18.0,normal,202.3,18.0
-M.ECB.L.bur.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,19.0,lognormal,136.0,0.14,lognormal,158.5,0.16,lognormal,209.2,0.14
-M.ECB.L.bur.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,19.8,normal,146.8,17.5,lognormal,169.4,0.13,lognormal,211.9,0.09
-M.ECB.L.bur.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.9,normal,154.1,19.2,lognormal,176.2,0.13,normal,221.2,15.8
-M.ECB.L.bur.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,20.5,normal,157.1,19.0,normal,180.0,22.7,normal,247.6,26.1
-M.ECB.L.bur.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,16.5,normal,135.4,14.0,normal,154.4,15.2,lognormal,201.0,0.1
-M.ECB.L.bur.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.8,lognormal,135.7,0.14,lognormal,157.3,0.15,lognormal,199.8,0.13
-M.ECB.L.bur.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,18.0,normal,143.8,16.0,normal,165.0,18.4,normal,213.6,18.1
-M.ECB.L.bur.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,19.9,normal,152.2,17.9,normal,174.9,20.7,normal,225.6,19.2
-M.ECB.L.bur.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,23.5,lognormal,159.6,0.15,normal,182.0,23.6,normal,249.6,20.9
-M.ECB.L.bur.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,21.2,lognormal,144.6,0.14,lognormal,167.6,0.16,normal,226.9,20.5
-M.ECB.L.bur.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,20.1,lognormal,137.4,0.15,lognormal,158.1,0.16,normal,216.4,20.1
-M.ECB.L.bur.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,21.9,lognormal,150.7,0.15,normal,171.6,22.6,lognormal,250.0,0.12
-M.ECB.L.bur.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.1,lognormal,155.8,0.14,lognormal,178.8,0.15,normal,248.7,23.5
-M.ECB.L.bur.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.8,lognormal,159.2,0.14,lognormal,182.4,0.15,lognormal,250.0,0.06
-M.ECB.L.bur.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,21.3,lognormal,144.4,0.15,normal,166.5,23.0,normal,224.0,14.5
-M.ECB.L.bur.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,19.8,lognormal,136.9,0.15,lognormal,158.1,0.16,normal,217.9,15.7
-M.ECB.L.bur.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.3,lognormal,150.4,0.14,lognormal,172.7,0.15,lognormal,250.0,0.1
-M.ECB.L.bur.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.3,lognormal,155.8,0.15,lognormal,177.6,0.14,lognormal,250.0,0.08
-M.ECB.L.bur.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,22.9,lognormal,158.9,0.14,lognormal,184.1,0.16,normal,250.3,19.1
-M.ECB.L.bur.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,21.8,normal,143.9,18.7,lognormal,166.8,0.16,normal,231.0,18.4
-M.ECB.L.bur.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.9,lognormal,136.6,0.15,lognormal,158.4,0.15,normal,222.3,20.1
-M.ECB.L.bur.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,21.7,lognormal,150.7,0.15,normal,171.8,22.4,normal,249.2,22.1
-M.ECB.L.bur.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.0,lognormal,156.4,0.15,normal,178.2,23.2,lognormal,250.0,0.08
-M.ECB.L.bur.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,22.4,lognormal,159.4,0.15,lognormal,183.7,0.16,lognormal,250.0,0.09
-M.ECB.L.bur.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,21.1,lognormal,143.7,0.14,lognormal,165.5,0.15,normal,229.3,19.7
-M.ECB.L.bur.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.7,lognormal,137.4,0.15,lognormal,159.0,0.16,normal,222.0,19.9
-M.ECB.L.bur.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.0,21.7,lognormal,150.2,0.15,normal,171.1,21.7,lognormal,250.0,0.12
-M.ECB.L.bur.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,22.4,lognormal,156.4,0.15,lognormal,179.5,0.15,normal,249.5,21.2
-M.ECB.L.bur.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.4,normal,159.5,21.2,lognormal,183.0,0.15,lognormal,250.0,0.06
-M.ECB.L.bur.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,21.1,lognormal,145.2,0.15,normal,166.3,22.6,normal,249.6,21.0
-M.ECB.L.bur.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,19.8,lognormal,137.0,0.15,lognormal,158.3,0.16,lognormal,230.0,0.08
-M.ECB.L.bur.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,21.4,lognormal,149.6,0.15,normal,171.5,22.5,normal,250.3,19.3
-M.ECB.L.bur.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.1,lognormal,156.7,0.15,normal,178.6,23.2,lognormal,250.0,0.06
-M.ECB.L.bur.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.5,lognormal,160.6,0.15,lognormal,183.2,0.15,lognormal,250.0,0.06
-M.ECB.L.bur.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,21.0,lognormal,144.8,0.15,normal,166.6,22.2,normal,249.1,22.2
-M.ECB.L.bur.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,20.6,lognormal,137.7,0.15,lognormal,159.3,0.16,normal,218.6,12.0
-M.ECB.L.bur.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.2,lognormal,150.5,0.14,lognormal,173.3,0.15,lognormal,250.0,0.06
-M.ECB.L.bur.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,22.6,lognormal,156.0,0.15,lognormal,179.2,0.15,lognormal,250.0,0.06
-M.ECB.L.spm.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,12.2,normal,121.3,9.9,lognormal,131.6,0.07,lognormal,200.2,0.11
-M.ECB.L.spm.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,9.6,normal,97.2,8.3,normal,105.8,7.7,lognormal,172.2,0.18
-M.ECB.L.spm.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.6,lognormal,100.5,0.1,normal,113.2,9.8,normal,186.4,16.0
-M.ECB.L.spm.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,10.9,normal,105.8,8.7,normal,115.2,7.8,lognormal,188.1,0.18
-M.ECB.L.spm.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,11.8,normal,115.2,9.0,normal,124.5,7.4,normal,193.8,22.3
-M.ECB.L.spm.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,13.1,normal,125.9,9.7,normal,139.2,9.9,normal,225.0,17.0
-M.ECB.L.spm.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.5,normal,102.6,8.9,normal,113.1,8.3,lognormal,198.4,0.1
-M.ECB.L.spm.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.8,normal,107.0,10.5,normal,124.2,11.9,lognormal,181.3,0.11
-M.ECB.L.spm.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,11.4,normal,111.4,9.3,lognormal,123.0,0.08,lognormal,208.2,0.09
-M.ECB.L.spm.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,12.2,normal,121.0,10.1,normal,132.7,9.6,normal,217.8,15.8
-M.ECB.L.spm.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,12.7,normal,123.5,9.5,normal,135.4,9.3,normal,216.4,14.2
-M.ECB.L.spm.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,10.1,normal,99.9,8.7,lognormal,109.5,0.08,normal,193.3,17.4
-M.ECB.L.spm.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,11.2,lognormal,103.7,0.1,lognormal,119.2,0.1,normal,184.5,17.3
-M.ECB.L.spm.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,11.6,normal,108.7,9.1,normal,119.1,8.7,normal,203.6,18.1
-M.ECB.L.spm.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,12.6,normal,118.4,9.8,lognormal,128.6,0.07,normal,217.2,18.0
-M.ECB.L.spm.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,12.3,normal,121.4,9.8,lognormal,131.5,0.07,lognormal,200.0,0.11
-M.ECB.L.spm.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,9.7,lognormal,97.3,0.09,normal,105.8,7.7,lognormal,172.9,0.18
-M.ECB.L.spm.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,10.6,lognormal,100.6,0.1,normal,113.1,9.7,lognormal,197.5,0.1
-M.ECB.L.spm.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,11.1,normal,106.0,8.6,normal,115.0,7.6,lognormal,188.1,0.18
-M.ECB.L.spm.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,11.6,normal,115.0,8.9,normal,124.6,7.6,lognormal,195.6,0.14
-M.ECB.L.spm.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,13.3,normal,126.1,9.7,normal,139.6,10.0,normal,249.3,21.9
-M.ECB.L.spm.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,10.5,normal,102.6,9.0,normal,113.0,8.4,normal,215.3,21.3
-M.ECB.L.spm.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,11.9,normal,107.0,10.5,normal,124.3,12.1,lognormal,194.5,0.12
-M.ECB.L.spm.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,11.3,lognormal,111.6,0.09,normal,122.5,8.5,normal,219.5,15.9
-M.ECB.L.spm.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,11.9,normal,120.8,9.9,normal,132.8,9.6,normal,235.4,19.3
-M.ECB.L.spm.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,13.1,normal,123.6,9.6,normal,135.3,9.2,normal,223.0,14.6
-M.ECB.L.spm.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,10.1,normal,99.9,8.6,lognormal,109.6,0.08,normal,202.3,19.7
-M.ECB.L.spm.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,11.1,normal,103.7,10.0,lognormal,119.0,0.1,normal,199.7,20.8
-M.ECB.L.spm.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,11.5,normal,108.8,9.2,normal,119.0,8.7,lognormal,214.5,0.11
-M.ECB.L.spm.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,12.5,normal,118.3,9.6,lognormal,128.6,0.07,lognormal,225.0,0.11
-M.ECB.L.spm.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,14.0,normal,127.0,10.7,lognormal,140.1,0.09,lognormal,218.1,0.1
-M.ECB.L.spm.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,11.7,normal,104.2,10.3,lognormal,114.6,0.1,normal,188.8,20.8
-M.ECB.L.spm.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,13.0,lognormal,108.1,0.12,normal,122.5,12.7,normal,183.2,17.9
-M.ECB.L.spm.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,12.2,normal,113.0,10.9,normal,123.8,10.9,lognormal,204.1,0.12
-M.ECB.L.spm.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,13.2,normal,122.2,11.5,normal,133.8,11.8,normal,218.9,24.4
-M.ECB.L.spm.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,normal,132.8,12.6,normal,149.7,14.7,normal,229.2,21.3
-M.ECB.L.spm.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,12.6,lognormal,110.0,0.11,normal,123.0,12.1,lognormal,197.7,0.11
-M.ECB.L.spm.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.8,normal,114.2,13.0,lognormal,133.5,0.13,lognormal,178.0,0.1
-M.ECB.L.spm.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,13.3,lognormal,118.8,0.11,lognormal,131.9,0.1,lognormal,208.5,0.1
-M.ECB.L.spm.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.1,normal,127.0,11.6,lognormal,142.9,0.1,normal,218.9,18.2
-M.ECB.L.spm.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,15.0,normal,130.5,12.1,lognormal,145.1,0.1,normal,226.2,18.3
-M.ECB.L.spm.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,12.2,normal,107.1,10.6,lognormal,119.1,0.11,lognormal,198.0,0.1
-M.ECB.L.spm.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,13.3,lognormal,111.8,0.12,lognormal,128.7,0.12,normal,179.7,17.5
-M.ECB.L.spm.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,12.9,normal,116.0,11.0,lognormal,128.2,0.1,normal,209.5,18.1
-M.ECB.L.spm.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,13.5,normal,124.7,11.5,lognormal,138.7,0.1,normal,219.8,18.0
-M.ECB.L.spm.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,14.2,normal,126.9,11.1,lognormal,140.3,0.09,normal,221.4,20.3
-M.ECB.L.spm.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,11.6,normal,104.2,10.5,lognormal,114.5,0.1,normal,196.5,26.7
-M.ECB.L.spm.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,12.9,lognormal,108.3,0.12,lognormal,122.5,0.11,lognormal,193.7,0.11
-M.ECB.L.spm.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,12.2,normal,113.1,11.0,normal,124.1,11.3,normal,207.6,25.0
-M.ECB.L.spm.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,13.2,lognormal,122.4,0.1,normal,133.9,11.8,normal,214.8,21.1
-M.ECB.L.spm.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,normal,132.8,12.6,lognormal,149.1,0.1,normal,248.8,23.2
-M.ECB.L.spm.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,12.5,lognormal,110.2,0.11,lognormal,122.8,0.1,lognormal,215.3,0.12
-M.ECB.L.spm.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,14.1,normal,114.2,12.8,lognormal,134.1,0.13,normal,189.3,18.7
-M.ECB.L.spm.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,13.2,normal,118.8,11.9,lognormal,132.6,0.1,normal,226.1,22.2
-M.ECB.L.spm.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,14.3,normal,127.0,11.7,lognormal,142.6,0.1,lognormal,235.0,0.1
-M.ECB.L.spm.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,14.8,normal,129.7,11.5,lognormal,145.3,0.1,normal,248.7,23.2
-M.ECB.L.spm.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.0,normal,107.1,10.5,lognormal,119.1,0.11,lognormal,211.6,0.11
-M.ECB.L.spm.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.1,13.5,normal,111.6,12.6,lognormal,128.5,0.12,lognormal,195.5,0.12
-M.ECB.L.spm.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,12.9,normal,115.8,10.8,lognormal,128.4,0.1,normal,221.0,17.5
-M.ECB.L.spm.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,13.9,normal,125.0,11.4,normal,138.4,12.6,lognormal,240.0,0.1
-M.ECB.L.spm.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,14.3,normal,135.0,13.1,normal,152.0,14.4,normal,237.4,25.7
-M.ECB.L.spm.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,11.9,normal,112.2,10.9,normal,124.2,10.3,normal,195.6,16.7
-M.ECB.L.spm.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.3,normal,116.2,12.3,normal,132.6,13.6,normal,181.2,17.9
-M.ECB.L.spm.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,13.2,lognormal,120.9,0.1,normal,134.5,11.7,normal,206.0,16.5
-M.ECB.L.spm.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,14.0,lognormal,129.8,0.1,normal,145.5,12.8,normal,217.1,17.0
-M.ECB.L.spm.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,16.5,normal,140.9,15.7,normal,160.7,17.7,normal,223.2,17.7
-M.ECB.L.spm.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,13.3,normal,118.4,12.0,normal,134.4,12.8,lognormal,197.5,0.11
-M.ECB.L.spm.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.8,normal,121.6,14.7,normal,140.1,17.1,lognormal,178.7,0.1
-M.ECB.L.spm.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,14.0,normal,126.5,12.5,normal,143.9,14.0,lognormal,208.9,0.11
-M.ECB.L.spm.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,15.5,normal,135.4,14.2,normal,154.2,16.5,lognormal,219.7,0.1
-M.ECB.L.spm.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,15.5,normal,138.1,14.5,normal,155.7,15.6,normal,220.0,13.6
-M.ECB.L.spm.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.4,normal,115.0,10.9,normal,129.4,11.7,normal,198.2,17.8
-M.ECB.L.spm.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,15.3,lognormal,119.2,0.12,normal,137.1,15.6,lognormal,179.5,0.11
-M.ECB.L.spm.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,13.5,normal,123.5,11.7,lognormal,139.6,0.1,normal,208.5,17.8
-M.ECB.L.spm.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,14.4,normal,132.6,13.2,normal,151.4,15.8,lognormal,230.3,0.12
-M.ECB.L.spm.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,14.4,normal,134.9,13.0,normal,152.1,14.5,normal,247.8,25.8
-M.ECB.L.spm.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,12.0,normal,112.2,10.8,normal,124.5,10.4,normal,204.3,19.7
-M.ECB.L.spm.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,14.5,normal,116.3,12.6,normal,131.9,13.0,lognormal,193.4,0.12
-M.ECB.L.spm.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,13.0,normal,120.7,11.2,normal,134.5,12.2,normal,211.4,15.0
-M.ECB.L.spm.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,14.2,lognormal,129.5,0.1,normal,145.7,13.2,normal,230.5,19.2
-M.ECB.L.spm.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,16.8,normal,140.7,15.5,normal,159.8,17.6,lognormal,235.0,0.08
-M.ECB.L.spm.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,13.4,normal,118.3,12.0,lognormal,134.6,0.1,lognormal,218.5,0.13
-M.ECB.L.spm.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.5,normal,122.0,14.8,normal,140.4,17.2,lognormal,187.9,0.1
-M.ECB.L.spm.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,14.2,normal,126.5,12.4,normal,144.6,14.3,normal,220.7,19.1
-M.ECB.L.spm.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,15.8,normal,135.3,14.4,normal,154.7,16.5,normal,248.1,25.0
-M.ECB.L.spm.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,15.7,normal,137.6,14.1,normal,156.7,16.3,normal,249.9,20.3
-M.ECB.L.spm.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,13.0,normal,115.4,11.3,normal,129.5,11.5,lognormal,218.3,0.12
-M.ECB.L.spm.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.3,normal,119.7,14.1,normal,137.3,15.6,lognormal,189.3,0.11
-M.ECB.L.spm.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,13.3,normal,123.6,11.8,normal,139.7,12.9,normal,225.4,20.4
-M.ECB.L.spm.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,14.9,normal,132.6,13.0,normal,150.5,14.6,normal,231.2,18.0
-M.ECB.L.spm.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.1,lognormal,148.0,0.15,lognormal,165.0,0.14,normal,214.1,22.9
-M.ECB.L.spm.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.2,lognormal,133.9,0.15,lognormal,150.2,0.15,lognormal,189.2,0.11
-M.ECB.L.spm.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,19.1,lognormal,126.3,0.15,lognormal,141.8,0.15,normal,173.7,15.4
-M.ECB.L.spm.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,21.0,lognormal,139.0,0.15,lognormal,154.6,0.14,normal,201.5,22.7
-M.ECB.L.spm.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.7,normal,144.1,18.8,lognormal,162.0,0.15,normal,209.1,23.1
-M.ECB.L.spm.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,22.8,lognormal,148.3,0.15,normal,165.9,21.4,lognormal,250.0,0.09
-M.ECB.L.spm.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,20.0,lognormal,133.8,0.15,lognormal,152.6,0.16,normal,207.4,14.8
-M.ECB.L.spm.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.18,lognormal,127.3,0.16,normal,144.6,20.3,lognormal,185.6,0.09
-M.ECB.L.spm.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.6,lognormal,139.8,0.16,lognormal,157.9,0.15,lognormal,219.5,0.07
-M.ECB.L.spm.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.5,lognormal,144.1,0.14,lognormal,164.0,0.15,normal,240.4,19.1
-M.ECB.L.spm.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,22.1,lognormal,147.3,0.15,lognormal,166.6,0.15,lognormal,250.0,0.1
-M.ECB.L.spm.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,19.9,lognormal,134.3,0.16,lognormal,152.3,0.16,normal,204.7,15.9
-M.ECB.L.spm.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.3,lognormal,126.9,0.15,lognormal,144.0,0.15,lognormal,181.0,0.08
-M.ECB.L.spm.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,20.3,lognormal,138.7,0.15,lognormal,157.6,0.15,normal,217.2,15.4
-M.ECB.L.spm.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.0,0.15,lognormal,164.4,0.15,lognormal,250.0,0.12
-M.ECB.L.spm.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.1,lognormal,147.8,0.15,normal,164.0,20.8,lognormal,216.2,0.13
-M.ECB.L.spm.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.0,lognormal,134.1,0.15,lognormal,149.3,0.14,lognormal,193.3,0.13
-M.ECB.L.spm.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,18.9,lognormal,126.1,0.15,lognormal,141.2,0.14,normal,177.5,18.4
-M.ECB.L.spm.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,20.7,normal,138.5,18.3,lognormal,155.8,0.15,lognormal,204.9,0.14
-M.ECB.L.spm.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,21.4,lognormal,143.9,0.15,normal,160.9,21.1,lognormal,218.0,0.15
-M.ECB.L.spm.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,21.7,lognormal,148.1,0.15,lognormal,167.4,0.15,lognormal,250.0,0.08
-M.ECB.L.spm.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.1,lognormal,133.2,0.15,lognormal,153.5,0.16,lognormal,213.1,0.09
-M.ECB.L.spm.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.18,lognormal,127.3,0.16,lognormal,144.4,0.15,normal,188.2,15.1
-M.ECB.L.spm.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,20.1,lognormal,138.4,0.15,lognormal,158.1,0.16,normal,231.1,18.1
-M.ECB.L.spm.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.5,0.15,lognormal,165.0,0.16,normal,249.6,21.0
-M.ECB.L.spm.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.1,lognormal,147.9,0.15,lognormal,167.7,0.16,lognormal,250.0,0.08
-M.ECB.L.spm.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.0,lognormal,134.0,0.15,lognormal,152.8,0.16,lognormal,208.3,0.09
-M.ECB.L.spm.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.5,lognormal,127.3,0.16,lognormal,144.2,0.15,normal,184.5,14.6
-M.ECB.L.spm.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.6,0.18,lognormal,139.0,0.15,lognormal,158.3,0.15,normal,221.1,14.1
-M.ECB.L.spm.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.9,lognormal,144.1,0.15,lognormal,164.5,0.16,lognormal,250.0,0.1
-M.ECB.L.spm.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,20.5,lognormal,147.4,0.15,normal,165.9,21.4,normal,224.1,17.8
-M.ECB.L.spm.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,17.2,normal,130.2,15.6,lognormal,149.0,0.14,lognormal,193.2,0.11
-M.ECB.L.spm.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,17.6,lognormal,126.1,0.15,lognormal,143.1,0.15,lognormal,193.5,0.14
-M.ECB.L.spm.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,19.0,lognormal,137.5,0.14,lognormal,157.0,0.15,lognormal,204.0,0.1
-M.ECB.L.spm.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,20.4,lognormal,143.8,0.15,lognormal,163.5,0.15,normal,210.6,14.4
-M.ECB.L.spm.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.1,lognormal,147.4,0.15,lognormal,167.8,0.16,lognormal,242.7,0.13
-M.ECB.L.spm.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,18.9,normal,132.4,17.5,lognormal,151.4,0.15,lognormal,193.2,0.1
-M.ECB.L.spm.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.0,lognormal,126.4,0.15,lognormal,143.6,0.15,lognormal,213.4,0.16
-M.ECB.L.spm.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,19.6,lognormal,138.9,0.15,lognormal,157.7,0.15,lognormal,205.5,0.1
-M.ECB.L.spm.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.3,lognormal,145.0,0.15,lognormal,164.3,0.15,lognormal,216.8,0.09
-M.ECB.L.spm.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,21.8,normal,146.4,19.0,normal,165.9,21.9,normal,217.9,13.1
-M.ECB.L.spm.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,17.9,normal,131.3,16.3,lognormal,149.4,0.14,normal,191.1,16.8
-M.ECB.L.spm.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,18.0,lognormal,126.8,0.15,lognormal,143.9,0.15,lognormal,202.1,0.16
-M.ECB.L.spm.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,19.2,lognormal,137.9,0.14,lognormal,157.1,0.15,lognormal,204.1,0.1
-M.ECB.L.spm.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,20.7,lognormal,144.0,0.15,normal,163.5,22.6,normal,214.3,17.9
-M.ECB.L.spm.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,21.2,normal,146.8,19.2,lognormal,165.6,0.15,lognormal,240.0,0.1
-M.ECB.L.spm.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,17.9,normal,130.4,15.9,normal,148.1,18.4,normal,203.9,17.9
-M.ECB.L.spm.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.3,lognormal,126.5,0.15,lognormal,143.7,0.15,lognormal,200.4,0.13
-M.ECB.L.spm.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,18.5,lognormal,137.8,0.14,lognormal,157.1,0.15,normal,213.4,18.6
-M.ECB.L.spm.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,20.6,normal,143.5,19.1,normal,163.7,22.4,normal,229.8,20.3
-M.ECB.L.spm.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,21.5,lognormal,148.2,0.15,normal,167.5,22.7,normal,248.7,23.3
-M.ECB.L.spm.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,18.5,normal,131.8,17.1,lognormal,152.0,0.15,lognormal,206.1,0.11
-M.ECB.L.spm.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,18.6,lognormal,126.7,0.15,lognormal,143.9,0.15,lognormal,227.4,0.18
-M.ECB.L.spm.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,19.8,lognormal,138.5,0.15,lognormal,158.9,0.16,normal,215.3,18.4
-M.ECB.L.spm.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,20.6,lognormal,144.8,0.15,normal,164.3,22.9,normal,223.1,16.0
-M.ECB.L.spm.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.0,lognormal,146.9,0.14,lognormal,167.4,0.15,normal,234.8,20.3
-M.ECB.L.spm.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,18.3,normal,131.7,16.5,lognormal,150.0,0.14,lognormal,206.6,0.12
-M.ECB.L.spm.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,18.0,lognormal,126.9,0.15,lognormal,144.9,0.16,lognormal,207.6,0.13
-M.ECB.L.spm.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,19.2,normal,138.2,18.3,lognormal,157.9,0.15,lognormal,213.2,0.09
-M.ECB.L.spm.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,20.4,lognormal,144.3,0.15,normal,163.8,22.4,normal,221.1,14.2
-M.ECB.L.spm.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.0,lognormal,147.1,0.15,lognormal,167.7,0.15,normal,220.2,15.8
-M.ECB.L.spm.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,16.6,normal,129.2,14.9,normal,145.6,16.5,lognormal,193.7,0.1
-M.ECB.L.spm.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,17.5,lognormal,125.7,0.15,lognormal,142.7,0.15,lognormal,190.6,0.14
-M.ECB.L.spm.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,18.2,normal,136.3,16.5,lognormal,154.8,0.14,lognormal,203.5,0.09
-M.ECB.L.spm.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,19.9,normal,141.9,17.7,lognormal,162.9,0.15,normal,213.4,16.6
-M.ECB.L.spm.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,21.2,lognormal,147.4,0.15,lognormal,166.9,0.15,normal,241.6,26.7
-M.ECB.L.spm.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,18.0,lognormal,132.2,0.14,normal,150.0,19.3,lognormal,192.4,0.1
-M.ECB.L.spm.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,18.1,lognormal,127.0,0.15,lognormal,144.8,0.16,lognormal,208.5,0.18
-M.ECB.L.spm.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,19.0,lognormal,138.0,0.14,lognormal,157.6,0.16,lognormal,205.9,0.1
-M.ECB.L.spm.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.1,20.7,lognormal,144.9,0.15,lognormal,164.6,0.15,normal,212.2,14.3
-M.ECB.L.spm.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,20.5,lognormal,147.0,0.15,lognormal,166.5,0.15,normal,215.1,13.3
-M.ECB.L.spm.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,17.3,normal,130.3,16.0,normal,148.0,18.2,lognormal,191.7,0.1
-M.ECB.L.spm.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.8,lognormal,126.1,0.15,lognormal,144.2,0.16,lognormal,197.7,0.16
-M.ECB.L.spm.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,19.1,normal,137.4,17.6,normal,156.0,20.3,lognormal,201.4,0.08
-M.ECB.L.spm.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,20.2,lognormal,144.3,0.15,normal,162.9,21.7,lognormal,212.2,0.08
-M.ECB.L.spm.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,21.4,normal,146.3,18.6,lognormal,166.6,0.15,normal,248.2,24.5
-M.ECB.L.spm.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.7,normal,129.0,14.9,normal,146.5,16.7,normal,205.9,19.3
-M.ECB.L.spm.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.4,lognormal,126.3,0.15,lognormal,143.5,0.15,normal,197.6,21.6
-M.ECB.L.spm.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,18.2,normal,135.6,16.0,lognormal,154.8,0.14,normal,214.3,18.3
-M.ECB.L.spm.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.3,lognormal,142.7,0.14,lognormal,163.4,0.16,normal,223.3,15.1
-M.ECB.L.spm.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.1,lognormal,147.5,0.15,lognormal,167.4,0.15,normal,248.2,24.7
-M.ECB.L.spm.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,17.8,normal,131.1,16.4,lognormal,150.5,0.15,lognormal,205.5,0.11
-M.ECB.L.spm.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,18.6,lognormal,126.6,0.15,lognormal,144.2,0.16,lognormal,221.5,0.17
-M.ECB.L.spm.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,18.6,lognormal,138.1,0.14,lognormal,157.9,0.16,lognormal,215.5,0.09
-M.ECB.L.spm.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.4,lognormal,143.9,0.15,lognormal,165.4,0.16,normal,220.4,15.4
-M.ECB.L.spm.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,20.9,lognormal,147.4,0.15,normal,166.4,21.4,lognormal,240.0,0.1
-M.ECB.L.spm.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,17.6,normal,130.1,15.4,normal,148.8,19.1,lognormal,205.6,0.11
-M.ECB.L.spm.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,17.7,lognormal,126.7,0.15,lognormal,144.3,0.15,lognormal,204.5,0.13
-M.ECB.L.spm.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,18.7,lognormal,137.6,0.14,lognormal,156.6,0.14,normal,215.4,18.0
-M.ECB.L.spm.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.5,20.2,lognormal,143.5,0.14,lognormal,164.2,0.15,normal,218.8,13.2
-M.ECB.L.spm.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,20.7,normal,146.2,19.2,normal,166.8,22.3,normal,225.1,19.8
-M.ECB.L.spm.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,16.1,normal,127.7,14.1,normal,144.4,15.7,lognormal,191.6,0.09
-M.ECB.L.spm.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,17.0,normal,125.3,16.5,lognormal,141.6,0.14,lognormal,183.9,0.12
-M.ECB.L.spm.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.4,normal,135.0,15.9,normal,153.2,18.3,lognormal,203.6,0.1
-M.ECB.L.spm.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,19.0,lognormal,142.7,0.14,normal,161.9,20.8,normal,216.1,19.5
-M.ECB.L.spm.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,21.9,lognormal,147.9,0.15,lognormal,167.5,0.15,normal,220.5,16.6
-M.ECB.L.spm.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,17.8,normal,131.4,16.5,lognormal,149.2,0.14,lognormal,188.9,0.09
-M.ECB.L.spm.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.0,normal,126.1,17.4,normal,143.0,19.2,lognormal,201.9,0.16
-M.ECB.L.spm.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,19.0,normal,137.9,18.3,lognormal,157.9,0.15,lognormal,200.8,0.09
-M.ECB.L.spm.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,20.0,lognormal,144.1,0.15,lognormal,163.3,0.15,lognormal,215.2,0.09
-M.ECB.L.spm.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.2,normal,146.5,19.1,lognormal,167.0,0.15,lognormal,227.9,0.1
-M.ECB.L.spm.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,16.8,normal,129.6,15.1,normal,147.1,17.0,lognormal,189.9,0.09
-M.ECB.L.spm.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,17.8,lognormal,126.6,0.15,normal,143.1,19.3,lognormal,189.6,0.14
-M.ECB.L.spm.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,18.3,normal,136.8,17.6,lognormal,156.4,0.15,lognormal,201.2,0.1
-M.ECB.L.spm.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,20.3,lognormal,144.5,0.15,normal,162.2,21.3,normal,211.5,16.1
-M.ECB.L.spm.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,19.9,lognormal,146.1,0.14,lognormal,165.7,0.15,normal,238.7,22.7
-M.ECB.L.spm.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,15.8,normal,128.0,14.3,normal,145.1,15.4,lognormal,208.3,0.11
-M.ECB.L.spm.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,17.2,lognormal,125.8,0.15,lognormal,143.3,0.15,lognormal,197.5,0.13
-M.ECB.L.spm.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.3,normal,135.4,16.6,normal,153.6,18.3,normal,218.0,21.5
-M.ECB.L.spm.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,20.0,normal,142.5,17.9,lognormal,163.2,0.15,normal,234.0,21.8
-M.ECB.L.spm.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,21.5,lognormal,147.2,0.15,lognormal,168.4,0.16,normal,235.0,19.9
-M.ECB.L.spm.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,17.2,normal,131.0,16.4,normal,149.7,19.0,lognormal,203.2,0.11
-M.ECB.L.spm.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,17.9,lognormal,126.6,0.15,lognormal,144.4,0.15,lognormal,210.2,0.15
-M.ECB.L.spm.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,19.3,normal,137.8,17.7,lognormal,157.7,0.15,normal,212.5,18.4
-M.ECB.L.spm.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,20.3,lognormal,144.3,0.15,normal,164.8,23.2,normal,217.3,13.6
-M.ECB.L.spm.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,20.7,normal,146.4,18.7,normal,166.7,21.8,normal,239.1,21.8
-M.ECB.L.spm.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.6,normal,129.7,15.7,normal,147.7,17.6,lognormal,203.8,0.1
-M.ECB.L.spm.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.9,lognormal,126.4,0.15,lognormal,144.3,0.15,lognormal,198.4,0.13
-M.ECB.L.spm.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,18.5,lognormal,137.2,0.14,normal,156.2,20.6,lognormal,212.2,0.09
-M.ECB.L.spm.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.5,normal,143.4,18.7,lognormal,164.6,0.16,normal,219.7,15.7
-M.ECB.L.spm.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,22.5,lognormal,147.9,0.15,lognormal,167.6,0.15,normal,249.6,20.9
-M.ECB.L.spm.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.2,lognormal,134.2,0.15,lognormal,153.0,0.16,normal,225.2,19.4
-M.ECB.L.spm.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,18.6,lognormal,126.6,0.15,lognormal,144.8,0.16,normal,216.8,21.1
-M.ECB.L.spm.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,20.6,lognormal,139.0,0.15,lognormal,158.7,0.16,lognormal,250.0,0.12
-M.ECB.L.spm.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,20.9,lognormal,144.4,0.15,lognormal,164.1,0.15,normal,249.0,22.6
-M.ECB.L.spm.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,22.8,lognormal,148.3,0.15,normal,165.9,21.4,lognormal,250.0,0.06
-M.ECB.L.spm.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,20.1,lognormal,133.7,0.15,lognormal,152.6,0.16,normal,247.5,26.3
-M.ECB.L.spm.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,18.8,lognormal,126.5,0.15,lognormal,144.3,0.16,normal,218.1,16.5
-M.ECB.L.spm.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.6,lognormal,139.8,0.16,lognormal,157.9,0.15,lognormal,250.0,0.1
-M.ECB.L.spm.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.5,lognormal,144.1,0.14,lognormal,164.0,0.15,lognormal,250.0,0.08
-M.ECB.L.spm.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,22.2,lognormal,147.3,0.15,lognormal,166.7,0.15,normal,250.3,19.1
-M.ECB.L.spm.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,19.8,lognormal,134.4,0.15,lognormal,151.7,0.15,normal,231.0,18.4
-M.ECB.L.spm.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,19.0,lognormal,126.6,0.15,lognormal,143.9,0.15,normal,224.4,20.9
-M.ECB.L.spm.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,20.4,lognormal,138.7,0.15,lognormal,157.9,0.15,lognormal,250.0,0.1
-M.ECB.L.spm.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.0,0.15,lognormal,164.4,0.15,lognormal,250.0,0.08
-M.ECB.L.spm.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.2,21.0,lognormal,146.5,0.15,lognormal,167.5,0.16,lognormal,250.0,0.09
-M.ECB.L.spm.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,20.5,lognormal,134.1,0.15,lognormal,152.0,0.15,lognormal,231.7,0.1
-M.ECB.L.spm.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,18.9,lognormal,126.8,0.15,lognormal,144.2,0.16,normal,222.6,20.5
-M.ECB.L.spm.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,20.5,lognormal,139.0,0.15,lognormal,159.4,0.16,lognormal,250.0,0.12
-M.ECB.L.spm.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,21.5,lognormal,144.3,0.15,lognormal,163.4,0.15,normal,249.5,21.2
-M.ECB.L.spm.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,21.7,lognormal,148.1,0.15,lognormal,167.5,0.15,lognormal,250.0,0.06
-M.ECB.L.spm.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.0,lognormal,133.4,0.15,lognormal,153.1,0.16,normal,249.6,21.0
-M.ECB.L.spm.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,19.2,lognormal,126.6,0.15,lognormal,143.8,0.15,lognormal,230.0,0.08
-M.ECB.L.spm.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,20.1,lognormal,138.4,0.15,lognormal,158.0,0.16,normal,250.3,19.3
-M.ECB.L.spm.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.5,0.15,lognormal,165.0,0.16,lognormal,250.0,0.06
-M.ECB.L.spm.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,22.2,lognormal,148.0,0.15,lognormal,167.9,0.16,lognormal,250.0,0.06
-M.ECB.L.spm.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,19.8,lognormal,133.9,0.15,lognormal,152.3,0.16,normal,249.1,22.2
-M.ECB.L.spm.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.18,lognormal,126.9,0.15,lognormal,145.0,0.16,lognormal,230.0,0.08
-M.ECB.L.spm.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,20.9,lognormal,139.0,0.15,lognormal,158.5,0.15,lognormal,250.0,0.06
-M.ECB.L.spm.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.9,lognormal,144.1,0.15,lognormal,164.2,0.15,lognormal,250.0,0.06
-M.ECB.M.bur.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,13.6,normal,118.5,9.6,normal,136.1,8.7,normal,186.6,16.5
-M.ECB.M.bur.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,9.6,normal,96.2,8.2,normal,111.1,7.8,normal,165.6,14.6
-M.ECB.M.bur.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,10.3,normal,98.8,9.0,lognormal,119.8,0.09,lognormal,160.1,0.1
-M.ECB.M.bur.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,97.3,10.9,normal,104.3,8.5,lognormal,120.6,0.07,normal,174.2,15.2
-M.ECB.M.bur.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,12.7,normal,113.0,8.7,normal,129.6,8.5,lognormal,182.6,0.1
-M.ECB.M.bur.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.4,normal,123.0,10.3,normal,150.3,10.2,normal,190.0,16.2
-M.ECB.M.bur.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,10.4,normal,101.5,8.7,lognormal,121.1,0.08,lognormal,169.3,0.1
-M.ECB.M.bur.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,11.6,normal,105.1,9.8,lognormal,139.3,0.11,normal,161.6,13.1
-M.ECB.M.bur.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.1,12.4,normal,109.8,9.1,normal,130.6,9.4,lognormal,177.6,0.1
-M.ECB.M.bur.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,13.3,normal,118.1,9.8,normal,142.8,10.4,lognormal,186.1,0.1
-M.ECB.M.bur.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,14.5,normal,121.3,10.2,lognormal,143.4,0.07,lognormal,188.9,0.09
-M.ECB.M.bur.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,10.1,lognormal,98.7,0.09,normal,115.0,7.8,lognormal,169.9,0.1
-M.ECB.M.bur.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,11.0,lognormal,102.2,0.1,lognormal,127.8,0.09,normal,158.4,13.2
-M.ECB.M.bur.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,11.6,normal,106.9,8.8,normal,124.4,7.8,normal,176.1,15.5
-M.ECB.M.bur.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.4,normal,115.6,9.3,normal,135.4,8.7,lognormal,183.5,0.09
-M.ECB.M.bur.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,13.5,normal,118.7,9.6,normal,135.9,8.8,lognormal,189.8,0.1
-M.ECB.M.bur.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.8,9.6,normal,96.2,8.2,normal,111.2,7.8,normal,166.1,14.7
-M.ECB.M.bur.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,10.4,normal,98.7,9.0,lognormal,119.8,0.09,lognormal,162.4,0.1
-M.ECB.M.bur.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,11.3,normal,104.4,8.5,normal,120.6,8.3,normal,175.7,15.8
-M.ECB.M.bur.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,12.8,normal,113.3,8.9,lognormal,129.7,0.07,lognormal,184.9,0.11
-M.ECB.M.bur.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.1,normal,123.0,10.4,normal,150.1,9.8,normal,192.7,16.7
-M.ECB.M.bur.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,10.4,normal,101.4,8.7,lognormal,121.2,0.08,normal,171.1,15.5
-M.ECB.M.bur.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,11.6,normal,105.0,10.0,normal,138.7,13.6,lognormal,162.9,0.09
-M.ECB.M.bur.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.1,12.4,normal,109.9,9.3,normal,130.2,9.2,lognormal,180.5,0.1
-M.ECB.M.bur.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,13.5,normal,118.4,10.0,normal,142.8,10.3,normal,190.1,18.4
-M.ECB.M.bur.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,14.4,normal,121.3,10.4,lognormal,143.3,0.07,normal,190.8,17.0
-M.ECB.M.bur.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,10.0,normal,98.7,8.4,normal,114.9,7.8,lognormal,173.3,0.11
-M.ECB.M.bur.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.8,lognormal,102.1,0.1,lognormal,127.8,0.09,normal,159.8,13.1
-M.ECB.M.bur.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,11.8,normal,107.0,8.8,normal,124.4,7.8,normal,180.1,17.8
-M.ECB.M.bur.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,13.6,normal,115.8,9.3,normal,135.3,8.8,normal,186.5,16.3
-M.ECB.M.bur.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.2,normal,122.5,11.2,lognormal,142.5,0.09,normal,191.3,20.1
-M.ECB.M.bur.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,10.8,lognormal,101.2,0.1,lognormal,117.9,0.09,normal,170.0,15.9
-M.ECB.M.bur.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,11.9,lognormal,104.3,0.11,normal,124.5,10.6,normal,160.8,15.7
-M.ECB.M.bur.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.2,normal,109.5,10.0,normal,125.8,9.1,normal,178.0,16.2
-M.ECB.M.bur.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.4,normal,117.6,10.6,lognormal,135.6,0.08,normal,184.9,17.6
-M.ECB.M.bur.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,15.9,normal,126.9,12.7,normal,160.3,12.5,normal,190.0,16.9
-M.ECB.M.bur.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,11.8,normal,106.6,9.9,lognormal,130.8,0.1,normal,169.5,15.4
-M.ECB.M.bur.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,13.3,normal,110.8,11.6,normal,147.0,14.5,normal,161.3,13.1
-M.ECB.M.bur.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,13.1,normal,114.7,10.6,lognormal,142.0,0.1,lognormal,177.8,0.1
-M.ECB.M.bur.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,15.1,normal,122.5,11.2,normal,153.6,12.8,lognormal,186.8,0.11
-M.ECB.M.bur.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,15.0,normal,124.8,11.3,normal,152.5,11.8,lognormal,189.1,0.1
-M.ECB.M.bur.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.3,11.2,normal,104.0,10.0,normal,123.2,10.3,normal,170.1,15.3
-M.ECB.M.bur.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.6,12.4,lognormal,107.8,0.11,lognormal,136.0,0.1,lognormal,159.0,0.09
-M.ECB.M.bur.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,12.4,normal,112.2,10.3,lognormal,133.5,0.09,normal,176.2,15.6
-M.ECB.M.bur.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,14.1,normal,120.4,11.1,lognormal,146.0,0.09,normal,184.0,16.5
-M.ECB.M.bur.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.2,normal,122.5,11.2,lognormal,142.5,0.09,normal,191.3,20.1
-M.ECB.M.bur.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,10.8,lognormal,101.2,0.1,lognormal,117.9,0.09,normal,170.0,15.9
-M.ECB.M.bur.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,11.9,lognormal,104.3,0.11,normal,124.5,10.6,normal,160.8,15.7
-M.ECB.M.bur.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.2,normal,109.5,10.0,normal,125.8,9.1,normal,178.0,16.2
-M.ECB.M.bur.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.4,normal,117.6,10.6,lognormal,135.6,0.08,normal,184.9,17.6
-M.ECB.M.bur.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,15.9,normal,126.9,12.7,normal,160.3,12.5,normal,190.0,16.9
-M.ECB.M.bur.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,11.8,normal,106.6,9.9,lognormal,130.8,0.1,normal,169.5,15.4
-M.ECB.M.bur.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,13.3,normal,110.8,11.6,normal,147.0,14.5,normal,161.3,13.1
-M.ECB.M.bur.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,13.1,normal,114.7,10.6,lognormal,142.0,0.1,lognormal,177.8,0.1
-M.ECB.M.bur.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,15.1,normal,122.5,11.2,normal,153.6,12.8,lognormal,186.8,0.11
-M.ECB.M.bur.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,15.0,normal,124.8,11.3,normal,152.5,11.8,lognormal,189.1,0.1
-M.ECB.M.bur.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.3,11.2,normal,104.0,10.0,normal,123.2,10.3,normal,170.1,15.3
-M.ECB.M.bur.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.6,12.4,lognormal,107.8,0.11,lognormal,136.0,0.1,lognormal,159.0,0.09
-M.ECB.M.bur.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,12.4,normal,112.2,10.3,lognormal,133.5,0.09,normal,176.2,15.6
-M.ECB.M.bur.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,14.1,normal,120.4,11.1,lognormal,146.0,0.09,normal,184.0,16.5
-M.ECB.M.bur.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,15.0,normal,125.6,11.5,lognormal,147.9,0.1,normal,191.7,20.6
-M.ECB.M.bur.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,10.9,normal,105.6,9.7,normal,123.3,9.3,lognormal,171.7,0.1
-M.ECB.M.bur.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,13.0,lognormal,109.4,0.11,normal,129.5,11.6,lognormal,160.7,0.11
-M.ECB.M.bur.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,12.1,normal,113.7,10.1,normal,132.4,10.5,lognormal,180.1,0.1
-M.ECB.M.bur.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,14.3,normal,121.5,11.1,lognormal,141.7,0.09,lognormal,186.1,0.1
-M.ECB.M.bur.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,16.5,normal,130.6,14.5,normal,169.1,13.7,lognormal,189.8,0.1
-M.ECB.M.bur.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,12.7,normal,112.6,11.1,lognormal,138.4,0.09,lognormal,168.8,0.1
-M.ECB.M.bur.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,14.5,normal,115.4,12.5,lognormal,149.5,0.09,normal,160.6,13.7
-M.ECB.M.bur.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,14.0,normal,119.3,11.7,lognormal,150.6,0.09,lognormal,176.3,0.1
-M.ECB.M.bur.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,16.1,normal,126.7,13.2,normal,160.5,11.8,lognormal,183.4,0.09
-M.ECB.M.bur.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,16.1,normal,128.2,13.0,normal,158.8,11.1,lognormal,188.7,0.1
-M.ECB.M.bur.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,11.5,lognormal,108.7,0.1,normal,129.9,10.4,lognormal,170.4,0.1
-M.ECB.M.bur.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,13.5,normal,112.3,11.7,normal,140.4,11.4,lognormal,158.5,0.09
-M.ECB.M.bur.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,13.4,normal,116.0,10.4,normal,141.1,11.3,lognormal,176.5,0.1
-M.ECB.M.bur.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.7,normal,123.7,11.6,normal,153.0,11.0,normal,183.5,15.9
-M.ECB.M.bur.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,15.3,normal,125.4,11.4,normal,148.0,14.0,normal,196.1,23.6
-M.ECB.M.bur.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,10.8,normal,105.7,9.6,normal,123.3,9.4,normal,173.2,15.0
-M.ECB.M.bur.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,13.0,lognormal,109.4,0.11,normal,129.0,11.4,lognormal,162.8,0.11
-M.ECB.M.bur.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,12.3,normal,113.6,10.0,normal,132.1,10.2,lognormal,182.9,0.11
-M.ECB.M.bur.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,14.2,normal,121.6,11.4,lognormal,141.7,0.09,normal,189.4,19.4
-M.ECB.M.bur.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,16.9,normal,130.7,14.4,lognormal,170.0,0.09,normal,190.0,16.0
-M.ECB.M.bur.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,12.8,normal,112.4,10.9,lognormal,138.4,0.09,lognormal,172.5,0.11
-M.ECB.M.bur.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,14.5,normal,115.7,12.7,normal,149.9,12.3,normal,162.2,13.8
-M.ECB.M.bur.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,14.2,normal,119.4,11.5,normal,149.9,12.0,lognormal,179.2,0.1
-M.ECB.M.bur.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,15.7,normal,126.5,13.1,normal,160.7,11.8,normal,185.2,16.5
-M.ECB.M.bur.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,16.5,normal,128.1,12.7,normal,159.2,11.5,lognormal,189.9,0.1
-M.ECB.M.bur.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,11.7,lognormal,108.5,0.1,normal,130.1,10.5,lognormal,175.3,0.11
-M.ECB.M.bur.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.3,14.0,normal,112.5,11.7,normal,140.3,11.5,normal,160.4,14.3
-M.ECB.M.bur.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,12.9,normal,116.3,10.8,normal,141.2,11.5,lognormal,181.4,0.11
-M.ECB.M.bur.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.4,normal,123.8,11.8,normal,152.7,11.2,lognormal,187.0,0.1
-M.ECB.M.bur.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,18.6,lognormal,133.8,0.14,lognormal,155.6,0.13,lognormal,180.6,0.12
-M.ECB.M.bur.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.7,lognormal,125.8,0.14,lognormal,143.5,0.13,lognormal,163.2,0.11
-M.ECB.M.bur.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,17.5,lognormal,121.2,0.14,lognormal,137.8,0.13,normal,153.8,14.0
-M.ECB.M.bur.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.1,lognormal,128.0,0.14,lognormal,148.2,0.14,normal,170.0,18.1
-M.ECB.M.bur.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,18.9,normal,131.7,16.3,lognormal,153.2,0.13,normal,175.4,18.5
-M.ECB.M.bur.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.5,normal,135.5,17.8,lognormal,195.6,0.1,normal,202.9,17.6
-M.ECB.M.bur.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.0,normal,126.3,16.2,lognormal,173.1,0.08,normal,177.8,14.4
-M.ECB.M.bur.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,17.2,lognormal,122.4,0.15,normal,160.3,11.3,lognormal,164.0,0.08
-M.ECB.M.bur.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.4,lognormal,130.5,0.15,normal,182.0,14.4,normal,188.0,14.9
-M.ECB.M.bur.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.1,lognormal,133.3,0.14,normal,190.6,16.5,normal,196.6,15.3
-M.ECB.M.bur.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.2,lognormal,134.9,0.14,lognormal,193.4,0.1,normal,199.7,15.9
-M.ECB.M.bur.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,18.0,normal,126.0,16.3,normal,168.7,12.0,lognormal,172.8,0.08
-M.ECB.M.bur.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.5,lognormal,121.9,0.14,normal,156.4,11.4,normal,160.0,12.1
-M.ECB.M.bur.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.1,normal,129.7,17.1,lognormal,178.3,0.08,lognormal,182.5,0.08
-M.ECB.M.bur.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.8,lognormal,133.1,0.14,normal,186.1,14.6,normal,192.3,14.3
-M.ECB.M.bur.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,18.6,lognormal,133.8,0.14,lognormal,155.6,0.13,lognormal,180.6,0.12
-M.ECB.M.bur.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.7,lognormal,125.8,0.14,lognormal,143.5,0.13,lognormal,163.2,0.11
-M.ECB.M.bur.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,17.5,lognormal,121.2,0.14,lognormal,137.8,0.13,normal,153.8,14.0
-M.ECB.M.bur.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.1,lognormal,128.0,0.14,lognormal,148.2,0.14,normal,170.0,18.1
-M.ECB.M.bur.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,18.9,normal,131.7,16.3,lognormal,153.2,0.13,normal,175.4,18.5
-M.ECB.M.bur.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.5,normal,135.5,17.8,lognormal,195.6,0.1,normal,202.9,17.6
-M.ECB.M.bur.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.0,normal,126.3,16.2,lognormal,173.1,0.08,normal,177.8,14.4
-M.ECB.M.bur.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,17.2,lognormal,122.4,0.15,normal,160.3,11.3,lognormal,164.0,0.08
-M.ECB.M.bur.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.4,lognormal,130.5,0.15,normal,182.0,14.4,normal,188.0,14.9
-M.ECB.M.bur.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.1,lognormal,133.3,0.14,normal,190.6,16.5,normal,196.6,15.3
-M.ECB.M.bur.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.2,lognormal,134.9,0.14,lognormal,193.4,0.1,normal,199.7,15.9
-M.ECB.M.bur.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,18.0,normal,126.0,16.3,normal,168.7,12.0,lognormal,172.8,0.08
-M.ECB.M.bur.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.5,lognormal,121.9,0.14,normal,156.4,11.4,normal,160.0,12.1
-M.ECB.M.bur.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.1,normal,129.7,17.1,lognormal,178.3,0.08,lognormal,182.5,0.08
-M.ECB.M.bur.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.8,lognormal,133.1,0.14,normal,186.1,14.6,normal,192.3,14.3
-M.ECB.M.bur.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,19.4,lognormal,135.2,0.14,lognormal,185.6,0.08,lognormal,196.1,0.09
-M.ECB.M.bur.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.6,normal,123.5,14.4,normal,156.7,11.1,lognormal,172.6,0.1
-M.ECB.M.bur.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,16.9,lognormal,121.8,0.14,lognormal,164.9,0.1,lognormal,182.9,0.13
-M.ECB.M.bur.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.7,normal,128.3,15.9,lognormal,169.2,0.09,normal,181.9,17.8
-M.ECB.M.bur.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.5,lognormal,133.0,0.14,normal,178.5,13.2,lognormal,190.8,0.1
-M.ECB.M.bur.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,18.8,lognormal,135.1,0.14,normal,194.8,17.4,lognormal,204.0,0.1
-M.ECB.M.bur.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,17.2,normal,125.1,15.5,normal,172.7,15.9,normal,181.3,18.3
-M.ECB.M.bur.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,17.1,normal,121.7,15.8,lognormal,178.1,0.11,lognormal,191.6,0.12
-M.ECB.M.bur.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.3,lognormal,129.2,0.14,normal,181.3,16.4,lognormal,192.5,0.12
-M.ECB.M.bur.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.0,lognormal,133.0,0.14,normal,190.9,17.1,normal,198.8,17.7
-M.ECB.M.bur.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.7,lognormal,135.0,0.14,normal,191.5,16.6,normal,198.8,16.1
-M.ECB.M.bur.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,16.6,normal,124.1,14.7,lognormal,164.4,0.09,normal,175.2,17.3
-M.ECB.M.bur.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,17.1,lognormal,121.9,0.14,normal,172.4,16.6,normal,186.4,21.5
-M.ECB.M.bur.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,17.5,lognormal,128.9,0.14,normal,174.4,13.8,lognormal,184.1,0.1
-M.ECB.M.bur.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.6,lognormal,133.1,0.14,lognormal,186.0,0.09,lognormal,195.0,0.1
-M.ECB.M.bur.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.6,lognormal,135.1,0.14,normal,187.2,14.9,normal,198.2,17.4
-M.ECB.M.bur.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,16.5,normal,123.3,14.2,normal,157.9,11.3,normal,174.4,16.8
-M.ECB.M.bur.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,16.8,lognormal,121.8,0.14,lognormal,166.2,0.1,lognormal,184.4,0.13
-M.ECB.M.bur.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.7,lognormal,128.8,0.14,normal,170.5,13.6,normal,184.4,17.8
-M.ECB.M.bur.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,18.3,lognormal,133.3,0.14,lognormal,181.2,0.08,normal,192.8,17.0
-M.ECB.M.bur.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.1,lognormal,135.2,0.14,normal,195.5,16.9,lognormal,205.6,0.1
-M.ECB.M.bur.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,17.2,lognormal,125.9,0.14,normal,174.0,15.3,lognormal,184.8,0.12
-M.ECB.M.bur.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,17.2,lognormal,122.1,0.14,normal,178.7,17.9,normal,190.8,20.6
-M.ECB.M.bur.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,18.3,lognormal,129.8,0.14,lognormal,183.9,0.1,lognormal,192.9,0.11
-M.ECB.M.bur.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.6,lognormal,133.9,0.15,normal,191.3,16.8,normal,199.1,17.3
-M.ECB.M.bur.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.2,lognormal,135.0,0.14,lognormal,192.7,0.09,lognormal,201.3,0.09
-M.ECB.M.bur.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,16.8,lognormal,124.5,0.13,normal,165.2,13.4,normal,177.7,17.8
-M.ECB.M.bur.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,16.6,lognormal,121.8,0.14,normal,172.6,15.5,lognormal,191.1,0.14
-M.ECB.M.bur.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,17.8,lognormal,129.3,0.14,normal,176.1,13.6,lognormal,186.6,0.1
-M.ECB.M.bur.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,18.7,lognormal,133.0,0.14,normal,186.3,15.2,lognormal,197.8,0.11
-M.ECB.M.bur.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.0,lognormal,134.7,0.14,normal,183.4,14.9,normal,194.8,17.3
-M.ECB.M.bur.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,16.1,normal,122.2,13.8,normal,153.8,11.7,lognormal,171.8,0.1
-M.ECB.M.bur.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,16.5,lognormal,121.2,0.14,normal,161.8,13.7,lognormal,177.5,0.12
-M.ECB.M.bur.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.3,normal,127.3,15.2,normal,164.9,13.0,normal,178.8,16.0
-M.ECB.M.bur.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,18.9,lognormal,132.5,0.14,normal,176.7,13.4,lognormal,188.3,0.09
-M.ECB.M.bur.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,18.9,lognormal,134.5,0.14,normal,192.9,17.2,lognormal,201.9,0.1
-M.ECB.M.bur.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.9,normal,124.5,15.1,lognormal,169.4,0.11,normal,178.2,18.6
-M.ECB.M.bur.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,16.9,lognormal,122.1,0.15,lognormal,176.2,0.11,lognormal,189.8,0.13
-M.ECB.M.bur.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,17.8,normal,129.5,16.7,lognormal,177.8,0.09,lognormal,188.3,0.11
-M.ECB.M.bur.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,19.0,lognormal,133.2,0.14,lognormal,189.7,0.1,normal,197.8,18.6
-M.ECB.M.bur.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.2,lognormal,134.9,0.14,normal,188.0,16.1,lognormal,197.6,0.1
-M.ECB.M.bur.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,16.4,normal,123.6,14.3,normal,159.9,13.2,lognormal,173.5,0.11
-M.ECB.M.bur.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,17.1,lognormal,121.8,0.14,normal,169.9,16.6,normal,185.4,22.3
-M.ECB.M.bur.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.6,lognormal,128.8,0.14,lognormal,171.6,0.09,normal,180.7,16.4
-M.ECB.M.bur.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.0,normal,132.7,16.7,normal,180.6,13.8,lognormal,191.9,0.1
-M.ECB.M.bur.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.0,lognormal,134.7,0.14,normal,183.4,14.9,normal,194.8,17.3
-M.ECB.M.bur.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,16.1,normal,122.2,13.8,normal,153.8,11.7,lognormal,171.8,0.1
-M.ECB.M.bur.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,16.5,lognormal,121.2,0.14,normal,161.8,13.7,lognormal,177.5,0.12
-M.ECB.M.bur.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.3,normal,127.3,15.2,normal,164.9,13.0,normal,178.8,16.0
-M.ECB.M.bur.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,18.9,lognormal,132.5,0.14,normal,176.7,13.4,lognormal,188.3,0.09
-M.ECB.M.bur.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,18.9,lognormal,134.5,0.14,normal,192.9,17.2,lognormal,201.9,0.1
-M.ECB.M.bur.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.9,normal,124.5,15.1,lognormal,169.4,0.11,normal,178.2,18.6
-M.ECB.M.bur.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,16.9,lognormal,122.1,0.15,lognormal,176.2,0.11,lognormal,189.8,0.13
-M.ECB.M.bur.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,17.8,normal,129.5,16.7,lognormal,177.8,0.09,lognormal,188.3,0.11
-M.ECB.M.bur.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,19.0,lognormal,133.2,0.14,lognormal,189.7,0.1,normal,197.8,18.6
-M.ECB.M.bur.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.2,lognormal,134.9,0.14,normal,188.0,16.1,lognormal,197.6,0.1
-M.ECB.M.bur.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,16.4,normal,123.6,14.3,normal,159.9,13.2,lognormal,173.5,0.11
-M.ECB.M.bur.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,17.1,lognormal,121.8,0.14,normal,169.9,16.6,normal,185.4,22.3
-M.ECB.M.bur.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.6,lognormal,128.8,0.14,lognormal,171.6,0.09,normal,180.7,16.4
-M.ECB.M.bur.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.0,normal,132.7,16.7,normal,180.6,13.8,lognormal,191.9,0.1
-M.ECB.M.bur.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,18.6,lognormal,135.5,0.14,normal,180.1,12.6,normal,192.8,17.1
-M.ECB.M.bur.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,15.7,normal,121.4,13.4,normal,150.5,10.6,lognormal,169.6,0.1
-M.ECB.M.bur.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,16.1,lognormal,120.0,0.13,normal,158.7,12.7,lognormal,176.5,0.13
-M.ECB.M.bur.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,17.0,normal,126.9,14.7,normal,161.3,11.2,lognormal,176.0,0.09
-M.ECB.M.bur.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,18.3,normal,132.2,16.4,normal,173.4,12.5,lognormal,187.0,0.1
-M.ECB.M.bur.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.9,lognormal,135.2,0.14,lognormal,192.0,0.1,lognormal,200.0,0.1
-M.ECB.M.bur.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.6,lognormal,124.1,0.13,lognormal,164.8,0.09,normal,175.2,17.6
-M.ECB.M.bur.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,17.1,lognormal,122.3,0.14,normal,175.2,18.6,normal,187.8,22.3
-M.ECB.M.bur.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,17.5,lognormal,129.2,0.14,normal,175.2,14.3,lognormal,183.4,0.1
-M.ECB.M.bur.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,18.9,lognormal,132.8,0.14,lognormal,185.4,0.09,normal,192.9,17.4
-M.ECB.M.bur.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.0,lognormal,134.9,0.14,normal,187.5,16.8,normal,194.2,16.6
-M.ECB.M.bur.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,16.1,normal,122.7,13.9,normal,155.5,11.3,normal,170.5,16.5
-M.ECB.M.bur.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,16.8,normal,120.8,15.0,lognormal,167.0,0.1,normal,181.0,21.3
-M.ECB.M.bur.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.4,normal,128.0,15.5,normal,167.8,13.5,lognormal,179.4,0.1
-M.ECB.M.bur.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,18.4,lognormal,133.1,0.14,normal,177.8,12.6,normal,188.2,16.8
-M.ECB.M.bur.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,19.2,normal,134.5,16.8,normal,181.2,12.9,normal,194.5,16.4
-M.ECB.M.bur.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,15.4,normal,121.5,13.3,normal,151.6,11.0,lognormal,171.7,0.1
-M.ECB.M.bur.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,16.4,normal,120.4,14.8,normal,159.2,12.9,normal,177.4,20.3
-M.ECB.M.bur.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,17.0,normal,126.9,14.8,normal,161.8,11.1,lognormal,179.4,0.1
-M.ECB.M.bur.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.4,normal,131.5,16.2,normal,174.9,11.7,normal,189.0,16.8
-M.ECB.M.bur.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,18.4,lognormal,134.6,0.14,normal,193.6,16.7,normal,201.2,17.6
-M.ECB.M.bur.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,16.6,normal,123.7,14.4,lognormal,165.3,0.09,lognormal,176.5,0.11
-M.ECB.M.bur.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,17.0,lognormal,121.5,0.14,normal,176.1,17.6,lognormal,192.1,0.14
-M.ECB.M.bur.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.0,normal,129.4,16.6,normal,175.6,13.4,lognormal,186.1,0.11
-M.ECB.M.bur.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,18.7,lognormal,133.4,0.14,lognormal,187.1,0.09,normal,195.3,17.8
-M.ECB.M.bur.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.9,lognormal,135.0,0.14,normal,188.5,15.7,normal,196.2,16.2
-M.ECB.M.bur.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,16.0,normal,122.7,13.8,normal,156.4,10.8,normal,172.4,16.9
-M.ECB.M.bur.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,16.4,lognormal,121.5,0.14,lognormal,167.0,0.1,lognormal,183.7,0.14
-M.ECB.M.bur.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.3,normal,127.7,15.3,normal,169.6,13.7,normal,179.9,15.5
-M.ECB.M.bur.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,18.6,normal,132.2,16.4,normal,180.0,13.2,normal,190.4,17.1
-M.ECB.M.bur.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.4,lognormal,135.5,0.14,lognormal,200.4,0.12,normal,210.1,18.1
-M.ECB.M.bur.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.1,lognormal,126.6,0.14,normal,186.1,19.7,normal,200.6,21.3
-M.ECB.M.bur.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,17.2,lognormal,122.9,0.15,lognormal,180.6,0.12,normal,192.7,20.5
-M.ECB.M.bur.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.2,lognormal,129.9,0.14,lognormal,192.4,0.11,normal,203.0,17.6
-M.ECB.M.bur.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,19.0,lognormal,133.4,0.14,lognormal,196.2,0.11,lognormal,207.3,0.09
-M.ECB.M.bur.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.3,lognormal,135.8,0.15,lognormal,204.8,0.12,normal,214.0,18.6
-M.ECB.M.bur.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,17.7,lognormal,127.0,0.15,lognormal,190.1,0.11,lognormal,204.2,0.11
-M.ECB.M.bur.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.4,lognormal,122.6,0.15,lognormal,186.0,0.12,lognormal,198.1,0.12
-M.ECB.M.bur.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.3,lognormal,129.9,0.14,lognormal,195.1,0.11,lognormal,206.6,0.1
-M.ECB.M.bur.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.8,lognormal,133.6,0.15,lognormal,200.0,0.12,normal,212.6,19.9
-M.ECB.M.bur.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.4,lognormal,135.0,0.14,lognormal,204.1,0.12,normal,214.8,19.5
-M.ECB.M.bur.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,18.1,lognormal,126.8,0.15,normal,190.0,20.0,lognormal,202.5,0.11
-M.ECB.M.bur.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,17.7,normal,121.7,15.7,lognormal,184.0,0.11,lognormal,193.7,0.1
-M.ECB.M.bur.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.2,lognormal,130.3,0.15,lognormal,194.2,0.11,lognormal,207.6,0.11
-M.ECB.M.bur.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,19.5,lognormal,133.7,0.14,lognormal,200.8,0.12,lognormal,214.9,0.11
-M.ECB.M.bur.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.4,lognormal,135.5,0.14,lognormal,200.4,0.12,normal,210.1,18.1
-M.ECB.M.bur.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.1,lognormal,126.6,0.14,normal,186.1,19.7,normal,200.6,21.3
-M.ECB.M.bur.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,17.2,lognormal,122.9,0.15,lognormal,180.6,0.12,normal,192.7,20.5
-M.ECB.M.bur.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.2,lognormal,129.9,0.14,lognormal,192.4,0.11,normal,203.0,17.6
-M.ECB.M.bur.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,19.0,lognormal,133.4,0.14,lognormal,196.2,0.11,lognormal,207.3,0.09
-M.ECB.M.bur.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.3,lognormal,135.8,0.15,lognormal,204.8,0.12,normal,214.0,18.6
-M.ECB.M.bur.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,17.7,lognormal,127.0,0.15,lognormal,190.1,0.11,lognormal,204.2,0.11
-M.ECB.M.bur.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.4,lognormal,122.6,0.15,lognormal,186.0,0.12,lognormal,198.1,0.12
-M.ECB.M.bur.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.3,lognormal,129.9,0.14,lognormal,195.1,0.11,lognormal,206.6,0.1
-M.ECB.M.bur.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.8,lognormal,133.6,0.15,lognormal,200.0,0.12,normal,212.6,19.9
-M.ECB.M.bur.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.4,lognormal,135.0,0.14,lognormal,204.1,0.12,normal,214.8,19.5
-M.ECB.M.bur.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,18.1,lognormal,126.8,0.15,normal,190.0,20.0,lognormal,202.5,0.11
-M.ECB.M.bur.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,17.7,normal,121.7,15.7,lognormal,184.0,0.11,lognormal,193.7,0.1
-M.ECB.M.bur.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.2,lognormal,130.3,0.15,lognormal,194.2,0.11,lognormal,207.6,0.11
-M.ECB.M.bur.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,19.5,lognormal,133.7,0.14,lognormal,200.8,0.12,lognormal,214.9,0.11
-M.ECB.M.spm.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.9,normal,115.7,11.3,normal,136.3,8.9,lognormal,186.1,0.1
-M.ECB.M.spm.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,9.5,normal,95.5,8.2,normal,111.1,7.8,lognormal,166.5,0.1
-M.ECB.M.spm.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.5,10.2,normal,97.6,9.1,lognormal,119.9,0.09,lognormal,159.9,0.1
-M.ECB.M.spm.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,11.0,normal,103.3,8.8,lognormal,120.5,0.07,normal,173.9,15.3
-M.ECB.M.spm.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,12.8,normal,111.5,10.3,normal,129.7,8.4,normal,183.4,18.1
-M.ECB.M.spm.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,15.1,normal,119.6,13.2,lognormal,150.2,0.07,lognormal,191.2,0.1
-M.ECB.M.spm.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,10.3,normal,100.1,8.8,lognormal,121.2,0.08,lognormal,169.6,0.1
-M.ECB.M.spm.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,11.3,normal,102.5,10.2,normal,139.3,13.9,normal,161.6,13.2
-M.ECB.M.spm.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.2,normal,107.8,9.9,normal,130.1,9.1,normal,176.3,15.4
-M.ECB.M.spm.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,14.2,normal,114.9,11.5,normal,142.7,10.3,lognormal,185.6,0.1
-M.ECB.M.spm.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,14.3,normal,117.4,12.1,lognormal,143.3,0.07,lognormal,187.9,0.09
-M.ECB.M.spm.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,9.9,normal,97.7,8.4,normal,115.1,7.9,lognormal,169.4,0.1
-M.ECB.M.spm.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,11.0,lognormal,100.1,0.1,lognormal,128.0,0.09,normal,158.0,12.6
-M.ECB.M.spm.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.4,normal,105.6,9.3,normal,124.4,8.0,lognormal,176.4,0.1
-M.ECB.M.spm.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,13.2,normal,112.9,10.7,normal,135.3,8.7,lognormal,184.5,0.1
-M.ECB.M.spm.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,14.0,normal,115.7,11.3,normal,135.8,8.5,lognormal,189.0,0.11
-M.ECB.M.spm.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.4,9.6,normal,95.7,8.2,normal,111.2,7.8,lognormal,166.5,0.1
-M.ECB.M.spm.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.5,10.3,normal,97.7,9.0,normal,119.8,9.7,lognormal,161.7,0.1
-M.ECB.M.spm.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,10.8,normal,103.2,8.6,lognormal,120.6,0.07,normal,176.1,16.0
-M.ECB.M.spm.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,12.7,normal,111.4,10.2,normal,129.5,8.3,lognormal,184.3,0.1
-M.ECB.M.spm.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.1,normal,119.2,13.0,lognormal,150.0,0.07,lognormal,193.3,0.1
-M.ECB.M.spm.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,10.5,normal,100.3,8.8,lognormal,121.1,0.08,normal,171.7,15.3
-M.ECB.M.spm.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,11.6,normal,102.5,10.3,normal,139.2,13.8,normal,163.3,13.6
-M.ECB.M.spm.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.0,normal,107.7,9.7,normal,130.4,9.2,lognormal,180.1,0.1
-M.ECB.M.spm.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,14.0,normal,114.6,11.3,normal,142.5,10.2,lognormal,189.2,0.1
-M.ECB.M.spm.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,14.2,normal,117.6,12.2,lognormal,143.4,0.07,normal,191.4,16.6
-M.ECB.M.spm.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,9.9,normal,97.7,8.5,normal,115.0,7.9,lognormal,172.6,0.1
-M.ECB.M.spm.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,10.8,lognormal,100.0,0.1,lognormal,128.0,0.09,normal,160.4,13.7
-M.ECB.M.spm.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.3,normal,105.6,9.4,normal,124.5,7.7,lognormal,179.5,0.1
-M.ECB.M.spm.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,13.5,normal,112.9,10.5,normal,135.6,8.9,lognormal,187.6,0.1
-M.ECB.M.spm.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,14.7,normal,118.5,12.8,normal,141.9,11.3,normal,189.0,19.8
-M.ECB.M.spm.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,10.5,lognormal,99.9,0.1,lognormal,117.9,0.09,lognormal,170.0,0.1
-M.ECB.M.spm.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.9,11.6,normal,101.7,10.5,normal,124.7,10.5,lognormal,160.0,0.1
-M.ECB.M.spm.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,12.0,normal,107.0,10.0,normal,125.9,9.2,normal,176.8,15.6
-M.ECB.M.spm.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,13.7,normal,114.1,11.3,lognormal,135.7,0.08,normal,184.8,17.4
-M.ECB.M.spm.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,16.0,normal,121.1,14.4,normal,160.2,12.5,lognormal,190.1,0.09
-M.ECB.M.spm.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.3,11.8,normal,104.3,9.9,lognormal,130.7,0.1,lognormal,169.3,0.1
-M.ECB.M.spm.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.4,13.0,normal,106.2,12.0,lognormal,146.7,0.1,lognormal,161.2,0.09
-M.ECB.M.spm.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,13.0,normal,111.0,11.4,lognormal,141.7,0.1,lognormal,177.7,0.1
-M.ECB.M.spm.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,14.7,normal,117.7,13.3,normal,153.4,12.9,normal,186.0,18.1
-M.ECB.M.spm.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.6,normal,119.8,13.7,normal,152.5,12.1,lognormal,188.9,0.1
-M.ECB.M.spm.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,11.0,normal,102.2,9.7,normal,123.2,10.4,normal,169.6,15.2
-M.ECB.M.spm.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,12.4,normal,104.0,11.1,lognormal,136.1,0.1,lognormal,158.6,0.09
-M.ECB.M.spm.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.8,normal,109.4,10.9,lognormal,133.8,0.09,normal,176.5,15.2
-M.ECB.M.spm.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,14.1,normal,116.1,12.3,lognormal,145.8,0.09,normal,184.2,16.3
-M.ECB.M.spm.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,14.8,normal,118.5,12.7,normal,141.5,11.3,lognormal,192.4,0.12
-M.ECB.M.spm.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,10.6,lognormal,100.1,0.1,lognormal,117.8,0.09,lognormal,171.6,0.1
-M.ECB.M.spm.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,11.8,normal,101.7,10.4,normal,124.6,10.6,normal,162.5,15.9
-M.ECB.M.spm.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,11.8,normal,107.1,9.9,normal,126.1,9.1,normal,178.5,16.1
-M.ECB.M.spm.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,13.8,normal,114.4,11.5,lognormal,136.1,0.08,normal,187.8,19.3
-M.ECB.M.spm.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,16.1,normal,121.4,14.7,normal,160.1,12.6,lognormal,192.7,0.1
-M.ECB.M.spm.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,11.8,normal,104.4,10.1,lognormal,131.0,0.1,lognormal,172.9,0.1
-M.ECB.M.spm.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,13.1,normal,105.9,11.7,normal,146.5,13.4,normal,161.9,13.1
-M.ECB.M.spm.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,13.1,normal,111.3,11.1,lognormal,142.5,0.1,normal,178.6,16.1
-M.ECB.M.spm.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,14.7,normal,117.7,13.3,normal,153.7,12.9,lognormal,188.4,0.1
-M.ECB.M.spm.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,15.8,normal,120.0,13.6,normal,152.4,11.6,lognormal,192.9,0.11
-M.ECB.M.spm.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,11.0,normal,102.1,9.7,normal,123.4,10.5,normal,173.7,17.0
-M.ECB.M.spm.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,12.2,normal,104.1,11.2,normal,136.3,12.5,normal,159.9,12.8
-M.ECB.M.spm.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,12.5,normal,109.3,10.8,normal,133.5,11.1,lognormal,180.7,0.1
-M.ECB.M.spm.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.8,normal,115.9,12.2,lognormal,145.8,0.09,normal,187.6,17.1
-M.ECB.M.spm.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,15.8,normal,120.6,13.9,normal,147.7,13.3,normal,191.0,20.4
-M.ECB.M.spm.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,10.8,normal,103.7,9.7,normal,123.3,9.4,normal,172.5,16.5
-M.ECB.M.spm.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,12.6,normal,105.3,11.4,lognormal,128.8,0.09,lognormal,160.3,0.11
-M.ECB.M.spm.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,12.2,normal,110.5,11.0,normal,132.0,10.2,normal,178.9,16.3
-M.ECB.M.spm.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,14.3,normal,117.0,12.6,normal,142.6,12.7,normal,185.8,17.4
-M.ECB.M.spm.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,16.6,lognormal,122.6,0.14,lognormal,170.0,0.09,normal,188.4,16.7
-M.ECB.M.spm.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,12.4,normal,108.5,11.1,lognormal,138.3,0.09,normal,169.6,16.4
-M.ECB.M.spm.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,14.2,lognormal,109.1,0.13,normal,149.7,12.4,normal,160.2,13.1
-M.ECB.M.spm.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,14.0,normal,114.3,12.7,normal,150.1,12.1,lognormal,176.7,0.1
-M.ECB.M.spm.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.9,normal,119.7,14.9,normal,160.6,12.0,normal,183.1,16.5
-M.ECB.M.spm.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,15.7,normal,121.6,14.9,normal,159.1,11.2,lognormal,189.3,0.11
-M.ECB.M.spm.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.6,normal,105.5,10.2,lognormal,130.0,0.09,lognormal,170.7,0.1
-M.ECB.M.spm.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,13.3,normal,107.5,12.7,normal,139.9,11.1,normal,158.6,14.0
-M.ECB.M.spm.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.3,normal,112.5,11.8,normal,141.1,11.3,lognormal,176.3,0.1
-M.ECB.M.spm.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,15.1,normal,118.6,13.7,normal,152.8,11.2,lognormal,184.9,0.1
-M.ECB.M.spm.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,15.8,normal,120.6,13.9,normal,147.8,13.7,normal,194.1,21.1
-M.ECB.M.spm.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,10.8,normal,103.6,9.7,normal,123.4,9.4,normal,173.9,15.2
-M.ECB.M.spm.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,12.8,lognormal,105.8,0.12,normal,129.0,11.5,lognormal,162.6,0.11
-M.ECB.M.spm.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.9,12.2,normal,110.6,10.8,normal,132.5,10.6,normal,181.7,16.8
-M.ECB.M.spm.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,14.1,normal,116.9,12.4,lognormal,142.7,0.1,normal,189.5,19.4
-M.ECB.M.spm.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,16.9,normal,122.5,15.7,lognormal,169.7,0.09,lognormal,191.6,0.1
-M.ECB.M.spm.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,12.5,normal,108.3,11.5,lognormal,138.6,0.09,lognormal,172.8,0.11
-M.ECB.M.spm.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,14.0,normal,109.1,13.4,normal,150.1,12.0,lognormal,162.3,0.09
-M.ECB.M.spm.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.3,normal,114.4,12.7,normal,150.6,12.5,normal,178.6,16.1
-M.ECB.M.spm.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.9,normal,119.8,14.8,normal,160.3,11.9,normal,186.2,16.8
-M.ECB.M.spm.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,16.1,normal,121.7,14.8,normal,159.3,11.4,normal,193.5,20.5
-M.ECB.M.spm.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.2,normal,105.8,10.6,lognormal,130.3,0.09,lognormal,174.1,0.1
-M.ECB.M.spm.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,13.5,normal,107.6,12.7,lognormal,140.4,0.09,normal,160.3,14.4
-M.ECB.M.spm.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.3,normal,112.4,11.6,normal,141.0,11.1,lognormal,181.1,0.11
-M.ECB.M.spm.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,15.0,normal,118.3,13.5,normal,152.9,11.5,lognormal,187.3,0.1
-M.ECB.M.spm.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.8,lognormal,124.0,0.15,lognormal,155.5,0.13,lognormal,181.1,0.12
-M.ECB.M.spm.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,16.8,lognormal,115.7,0.15,lognormal,143.4,0.13,lognormal,163.3,0.11
-M.ECB.M.spm.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,16.4,lognormal,111.7,0.15,lognormal,137.8,0.13,lognormal,154.0,0.1
-M.ECB.M.spm.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.2,lognormal,118.4,0.14,lognormal,149.1,0.14,normal,169.8,17.9
-M.ECB.M.spm.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.5,lognormal,121.7,0.14,lognormal,153.1,0.13,normal,175.2,18.7
-M.ECB.M.spm.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.8,lognormal,123.9,0.15,lognormal,195.6,0.1,normal,202.9,17.6
-M.ECB.M.spm.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,17.2,lognormal,115.7,0.15,lognormal,173.4,0.08,lognormal,177.6,0.08
-M.ECB.M.spm.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,16.5,lognormal,111.5,0.15,normal,160.3,11.4,lognormal,164.1,0.08
-M.ECB.M.spm.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.4,lognormal,119.2,0.15,normal,182.0,14.3,lognormal,188.0,0.08
-M.ECB.M.spm.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,18.0,lognormal,122.0,0.15,lognormal,190.6,0.09,lognormal,197.6,0.09
-M.ECB.M.spm.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,17.9,lognormal,123.6,0.15,lognormal,193.4,0.1,normal,199.7,16.1
-M.ECB.M.spm.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.0,0.18,lognormal,115.5,0.15,normal,168.9,12.1,lognormal,173.5,0.08
-M.ECB.M.spm.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,16.5,lognormal,111.8,0.15,normal,156.2,11.1,normal,159.9,11.9
-M.ECB.M.spm.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,17.4,lognormal,118.8,0.15,lognormal,178.2,0.08,lognormal,182.7,0.08
-M.ECB.M.spm.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.7,lognormal,121.4,0.14,normal,185.7,14.7,normal,192.9,15.5
-M.ECB.M.spm.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,18.1,lognormal,123.8,0.15,normal,155.7,18.4,lognormal,180.5,0.12
-M.ECB.M.spm.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,17.0,lognormal,115.4,0.14,lognormal,144.3,0.13,lognormal,164.1,0.11
-M.ECB.M.spm.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,16.3,normal,111.2,14.6,lognormal,137.4,0.13,normal,155.1,14.9
-M.ECB.M.spm.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.4,lognormal,118.6,0.14,lognormal,148.4,0.14,normal,169.9,18.0
-M.ECB.M.spm.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,17.8,normal,121.6,15.9,lognormal,152.5,0.13,normal,178.1,20.5
-M.ECB.M.spm.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.9,lognormal,124.0,0.15,normal,196.3,17.3,lognormal,203.7,0.09
-M.ECB.M.spm.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,16.9,lognormal,115.3,0.14,normal,174.1,13.6,normal,178.7,14.4
-M.ECB.M.spm.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.5,lognormal,111.8,0.15,normal,160.6,11.0,lognormal,164.5,0.08
-M.ECB.M.spm.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,17.3,lognormal,119.2,0.15,normal,183.3,14.7,normal,189.0,14.9
-M.ECB.M.spm.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.8,lognormal,121.6,0.14,normal,190.7,17.0,normal,196.6,15.1
-M.ECB.M.spm.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.7,lognormal,123.4,0.14,normal,193.3,17.4,normal,199.1,15.0
-M.ECB.M.spm.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,16.9,lognormal,115.7,0.15,normal,169.0,11.9,normal,173.4,12.3
-M.ECB.M.spm.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.2,lognormal,111.6,0.15,normal,156.5,11.3,normal,160.8,12.4
-M.ECB.M.spm.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.1,lognormal,119.0,0.15,lognormal,178.4,0.08,lognormal,184.2,0.08
-M.ECB.M.spm.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.9,lognormal,121.8,0.15,normal,188.3,16.6,normal,194.6,14.9
-M.ECB.M.spm.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,18.1,lognormal,124.0,0.15,lognormal,185.6,0.08,normal,197.0,17.5
-M.ECB.M.spm.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,16.0,lognormal,115.1,0.14,normal,156.8,11.2,normal,172.9,16.5
-M.ECB.M.spm.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,16.0,lognormal,111.6,0.15,lognormal,164.8,0.1,lognormal,186.1,0.15
-M.ECB.M.spm.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.8,lognormal,118.6,0.15,lognormal,169.7,0.09,lognormal,182.4,0.1
-M.ECB.M.spm.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.4,lognormal,121.9,0.15,normal,179.4,13.5,lognormal,191.0,0.1
-M.ECB.M.spm.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.7,lognormal,123.8,0.15,normal,196.0,17.2,normal,204.4,16.8
-M.ECB.M.spm.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,16.4,lognormal,115.8,0.15,normal,172.3,15.7,normal,180.2,17.7
-M.ECB.M.spm.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,15.9,lognormal,111.2,0.14,lognormal,177.7,0.11,lognormal,192.5,0.13
-M.ECB.M.spm.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.3,lognormal,119.0,0.15,normal,181.0,16.4,lognormal,192.8,0.12
-M.ECB.M.spm.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.8,lognormal,121.9,0.15,lognormal,190.8,0.1,lognormal,198.1,0.1
-M.ECB.M.spm.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.5,lognormal,123.7,0.14,normal,191.5,17.2,normal,198.4,16.4
-M.ECB.M.spm.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,16.3,lognormal,115.4,0.14,normal,164.5,14.7,normal,175.0,17.3
-M.ECB.M.spm.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.2,normal,111.4,14.5,normal,172.9,17.3,lognormal,187.5,0.13
-M.ECB.M.spm.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.0,lognormal,118.8,0.15,normal,174.4,13.8,lognormal,184.2,0.1
-M.ECB.M.spm.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.8,lognormal,122.1,0.15,normal,187.2,18.4,normal,197.6,20.6
-M.ECB.M.spm.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.8,lognormal,124.0,0.15,normal,187.7,15.3,lognormal,198.8,0.1
-M.ECB.M.spm.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,15.8,lognormal,115.0,0.14,normal,157.6,11.4,normal,175.2,17.1
-M.ECB.M.spm.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,15.9,lognormal,111.4,0.14,normal,165.8,14.7,lognormal,183.5,0.13
-M.ECB.M.spm.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,16.8,lognormal,118.5,0.14,lognormal,169.9,0.08,lognormal,183.9,0.1
-M.ECB.M.spm.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.8,lognormal,121.9,0.15,normal,179.5,12.4,normal,192.2,17.0
-M.ECB.M.spm.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.7,lognormal,123.8,0.15,normal,197.6,17.7,lognormal,207.0,0.1
-M.ECB.M.spm.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,16.7,lognormal,115.1,0.14,normal,173.5,14.5,lognormal,184.3,0.11
-M.ECB.M.spm.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.0,lognormal,111.7,0.15,lognormal,178.6,0.11,normal,190.6,20.4
-M.ECB.M.spm.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,17.2,lognormal,118.8,0.15,lognormal,184.5,0.1,normal,192.8,19.3
-M.ECB.M.spm.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.6,lognormal,121.8,0.15,normal,191.3,16.9,normal,199.0,17.3
-M.ECB.M.spm.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,18.0,lognormal,123.9,0.15,lognormal,192.8,0.09,normal,202.6,18.3
-M.ECB.M.spm.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,16.1,lognormal,115.0,0.14,normal,164.7,13.1,lognormal,178.2,0.11
-M.ECB.M.spm.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,16.0,lognormal,111.9,0.15,normal,173.0,15.4,lognormal,189.5,0.13
-M.ECB.M.spm.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,16.8,lognormal,118.7,0.15,normal,176.3,13.6,lognormal,185.5,0.1
-M.ECB.M.spm.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,18.1,lognormal,122.0,0.14,lognormal,187.7,0.1,lognormal,198.0,0.11
-M.ECB.M.spm.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,18.0,normal,123.3,16.3,lognormal,183.3,0.09,normal,194.8,17.5
-M.ECB.M.spm.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,15.7,lognormal,114.6,0.14,normal,153.8,11.8,lognormal,170.8,0.1
-M.ECB.M.spm.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,16.0,normal,111.2,14.5,lognormal,162.6,0.1,normal,177.6,19.9
-M.ECB.M.spm.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,17.2,lognormal,118.7,0.15,normal,165.7,13.3,lognormal,180.1,0.1
-M.ECB.M.spm.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.8,normal,121.3,15.7,normal,176.6,13.1,lognormal,188.0,0.09
-M.ECB.M.spm.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,18.0,lognormal,123.8,0.15,lognormal,192.7,0.09,normal,201.1,17.8
-M.ECB.M.spm.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,16.5,normal,115.3,15.2,lognormal,168.8,0.1,lognormal,178.2,0.11
-M.ECB.M.spm.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.2,normal,111.2,14.5,normal,174.9,16.9,lognormal,188.3,0.12
-M.ECB.M.spm.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.8,lognormal,118.8,0.15,normal,177.3,15.3,lognormal,189.9,0.12
-M.ECB.M.spm.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.4,lognormal,121.6,0.15,normal,188.1,16.9,lognormal,196.7,0.1
-M.ECB.M.spm.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.6,lognormal,123.8,0.15,normal,188.9,17.0,normal,195.8,16.9
-M.ECB.M.spm.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,15.9,lognormal,115.1,0.14,lognormal,159.1,0.08,lognormal,172.8,0.11
-M.ECB.M.spm.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.2,lognormal,111.8,0.15,lognormal,168.6,0.1,lognormal,184.5,0.14
-M.ECB.M.spm.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.7,normal,118.5,15.8,normal,171.6,14.8,lognormal,182.9,0.11
-M.ECB.M.spm.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.7,lognormal,121.9,0.15,normal,181.1,14.1,normal,191.9,17.3
-M.ECB.M.spm.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,17.8,lognormal,123.8,0.14,lognormal,184.1,0.08,lognormal,198.2,0.1
-M.ECB.M.spm.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,15.5,lognormal,114.6,0.14,normal,154.7,11.4,lognormal,174.6,0.1
-M.ECB.M.spm.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,15.9,lognormal,111.4,0.14,lognormal,162.7,0.09,normal,179.8,20.1
-M.ECB.M.spm.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,16.6,lognormal,118.4,0.15,normal,166.5,13.2,lognormal,182.6,0.1
-M.ECB.M.spm.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.6,lognormal,121.5,0.14,normal,177.3,12.9,normal,191.3,16.7
-M.ECB.M.spm.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.8,lognormal,123.5,0.14,lognormal,194.2,0.09,lognormal,203.7,0.1
-M.ECB.M.spm.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.2,lognormal,115.4,0.14,lognormal,170.6,0.1,normal,179.8,17.9
-M.ECB.M.spm.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.0,lognormal,111.7,0.15,normal,177.9,18.2,normal,191.3,22.1
-M.ECB.M.spm.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,16.8,lognormal,119.0,0.15,normal,179.6,14.8,normal,189.5,18.6
-M.ECB.M.spm.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.7,lognormal,122.1,0.15,lognormal,189.9,0.1,normal,197.4,17.9
-M.ECB.M.spm.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,lognormal,123.8,0.15,lognormal,190.4,0.09,normal,199.3,17.4
-M.ECB.M.spm.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.2,normal,115.3,15.1,normal,160.0,12.4,normal,175.1,16.9
-M.ECB.M.spm.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.3,lognormal,111.4,0.14,lognormal,170.1,0.1,lognormal,186.7,0.14
-M.ECB.M.spm.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,16.7,lognormal,118.5,0.15,normal,171.5,13.4,lognormal,184.3,0.11
-M.ECB.M.spm.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.4,lognormal,121.5,0.14,lognormal,183.1,0.08,normal,193.0,17.2
-M.ECB.M.spm.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.7,lognormal,123.8,0.15,normal,180.2,12.7,lognormal,192.6,0.09
-M.ECB.M.spm.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,15.7,normal,113.9,14.0,normal,151.0,10.6,lognormal,169.2,0.1
-M.ECB.M.spm.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,15.9,lognormal,111.5,0.15,normal,158.2,13.0,lognormal,175.9,0.13
-M.ECB.M.spm.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,16.6,lognormal,118.2,0.14,normal,160.9,11.0,normal,178.0,16.1
-M.ECB.M.spm.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.4,lognormal,122.0,0.15,normal,173.2,11.4,lognormal,185.9,0.09
-M.ECB.M.spm.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.5,lognormal,123.6,0.14,lognormal,191.1,0.09,lognormal,199.4,0.1
-M.ECB.M.spm.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,16.2,lognormal,115.3,0.14,normal,164.6,14.6,normal,174.2,17.1
-M.ECB.M.spm.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,16.3,normal,111.3,14.6,normal,174.2,18.1,normal,188.2,23.0
-M.ECB.M.spm.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.9,lognormal,118.6,0.15,normal,174.6,14.1,lognormal,185.3,0.11
-M.ECB.M.spm.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.7,lognormal,121.8,0.14,lognormal,185.0,0.09,lognormal,193.3,0.1
-M.ECB.M.spm.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.8,lognormal,124.1,0.15,normal,185.9,15.0,normal,192.7,15.3
-M.ECB.M.spm.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,16.0,lognormal,114.9,0.14,normal,155.9,11.3,lognormal,169.3,0.1
-M.ECB.M.spm.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,16.1,lognormal,111.7,0.15,lognormal,166.2,0.1,normal,180.3,20.9
-M.ECB.M.spm.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.1,lognormal,118.2,0.14,lognormal,168.6,0.09,normal,178.4,15.6
-M.ECB.M.spm.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.4,lognormal,121.8,0.15,normal,178.1,13.0,lognormal,189.6,0.1
-M.ECB.M.spm.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,17.9,lognormal,123.9,0.14,normal,180.1,12.1,normal,193.3,15.4
-M.ECB.M.spm.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,15.3,normal,114.0,14.4,normal,151.0,10.8,lognormal,172.2,0.1
-M.ECB.M.spm.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.1,15.5,lognormal,111.1,0.14,normal,158.9,12.9,lognormal,178.4,0.13
-M.ECB.M.spm.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,16.8,lognormal,117.9,0.14,normal,161.6,10.7,normal,178.9,15.5
-M.ECB.M.spm.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.2,lognormal,122.0,0.15,normal,174.1,11.6,lognormal,189.1,0.1
-M.ECB.M.spm.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,17.2,lognormal,123.9,0.15,normal,193.6,17.3,lognormal,200.9,0.1
-M.ECB.M.spm.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,15.9,lognormal,115.3,0.14,normal,166.0,14.6,lognormal,177.0,0.11
-M.ECB.M.spm.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.2,lognormal,111.8,0.15,normal,175.5,17.5,lognormal,190.9,0.14
-M.ECB.M.spm.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.8,lognormal,118.7,0.15,normal,176.1,13.9,lognormal,186.4,0.11
-M.ECB.M.spm.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.5,lognormal,121.9,0.15,normal,187.4,15.5,normal,194.8,17.1
-M.ECB.M.spm.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,17.4,lognormal,124.0,0.15,normal,186.7,14.6,normal,194.9,16.1
-M.ECB.M.spm.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,15.6,lognormal,114.7,0.14,normal,156.1,10.7,normal,173.1,17.0
-M.ECB.M.spm.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,15.6,normal,111.0,14.5,lognormal,167.7,0.1,lognormal,183.8,0.13
-M.ECB.M.spm.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.8,lognormal,118.8,0.15,normal,169.2,13.5,normal,180.5,16.0
-M.ECB.M.spm.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.5,normal,121.4,15.8,normal,178.8,12.0,lognormal,189.6,0.1
-M.ECB.M.spm.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,18.0,lognormal,123.9,0.15,lognormal,200.2,0.12,normal,210.2,18.2
-M.ECB.M.spm.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,17.2,normal,115.1,15.0,lognormal,186.4,0.11,normal,200.4,21.1
-M.ECB.M.spm.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,16.2,normal,111.2,14.6,lognormal,180.6,0.12,lognormal,192.4,0.11
-M.ECB.M.spm.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.2,lognormal,118.9,0.15,lognormal,189.9,0.11,lognormal,204.6,0.11
-M.ECB.M.spm.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,18.0,normal,121.8,15.9,normal,195.6,19.3,normal,207.0,17.9
-M.ECB.M.spm.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.7,lognormal,123.8,0.15,lognormal,204.8,0.12,normal,214.0,18.6
-M.ECB.M.spm.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,16.9,lognormal,115.6,0.15,lognormal,190.1,0.11,lognormal,204.2,0.11
-M.ECB.M.spm.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.6,lognormal,112.0,0.15,lognormal,185.7,0.12,lognormal,198.0,0.12
-M.ECB.M.spm.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.2,lognormal,119.0,0.15,lognormal,195.3,0.12,lognormal,206.7,0.1
-M.ECB.M.spm.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,17.6,lognormal,121.2,0.15,lognormal,199.6,0.12,normal,211.2,19.3
-M.ECB.M.spm.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.9,lognormal,123.7,0.15,lognormal,204.5,0.12,lognormal,215.5,0.1
-M.ECB.M.spm.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,16.8,lognormal,115.2,0.14,lognormal,190.2,0.11,lognormal,203.1,0.11
-M.ECB.M.spm.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,16.7,lognormal,112.0,0.15,lognormal,183.9,0.11,lognormal,193.7,0.1
-M.ECB.M.spm.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.2,lognormal,118.8,0.15,lognormal,194.2,0.11,lognormal,207.6,0.11
-M.ECB.M.spm.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,18.0,lognormal,122.0,0.15,lognormal,200.8,0.12,lognormal,214.9,0.11
-M.ECB.M.spm.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,17.5,lognormal,123.5,0.15,lognormal,201.1,0.11,normal,210.8,18.1
-M.ECB.M.spm.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.1,0.18,lognormal,115.9,0.15,lognormal,187.3,0.12,lognormal,200.9,0.11
-M.ECB.M.spm.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.2,lognormal,111.8,0.15,lognormal,180.7,0.11,lognormal,194.1,0.11
-M.ECB.M.spm.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,17.5,lognormal,118.7,0.15,lognormal,193.3,0.12,normal,204.7,19.2
-M.ECB.M.spm.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,18.0,lognormal,122.1,0.15,lognormal,196.2,0.11,normal,210.3,19.4
-M.ECB.M.spm.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,18.0,lognormal,123.6,0.15,normal,203.6,21.3,lognormal,214.4,0.09
-M.ECB.M.spm.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,17.0,lognormal,116.0,0.15,lognormal,192.3,0.11,normal,204.0,19.7
-M.ECB.M.spm.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.5,normal,111.3,14.5,lognormal,186.0,0.11,lognormal,196.6,0.1
-M.ECB.M.spm.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,17.4,lognormal,119.2,0.15,lognormal,196.8,0.12,lognormal,207.7,0.1
-M.ECB.M.spm.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.6,lognormal,121.5,0.14,lognormal,202.8,0.13,lognormal,215.6,0.11
-M.ECB.M.spm.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.5,lognormal,123.2,0.14,lognormal,204.2,0.11,normal,213.0,18.0
-M.ECB.M.spm.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,16.7,lognormal,115.1,0.14,lognormal,192.3,0.12,normal,205.3,21.2
-M.ECB.M.spm.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.4,lognormal,111.6,0.15,normal,184.3,18.5,lognormal,196.4,0.11
-M.ECB.M.spm.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,17.2,lognormal,118.7,0.15,lognormal,197.7,0.12,lognormal,209.7,0.11
-M.ECB.M.spm.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.7,lognormal,122.0,0.15,lognormal,200.8,0.11,normal,210.1,17.4
-M.ERB.H.bur.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.1,normal,106.7,13.3,normal,137.5,10.5,normal,195.2,16.7
-M.ERB.H.bur.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.2,10.2,normal,93.3,8.7,normal,114.7,7.4,normal,177.7,15.6
-M.ERB.H.bur.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.5,10.9,normal,94.1,9.8,normal,123.0,10.0,normal,178.7,15.4
-M.ERB.H.bur.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,11.9,normal,99.5,10.7,normal,123.1,7.6,lognormal,186.4,0.1
-M.ERB.H.bur.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,14.1,normal,104.4,12.5,normal,132.3,9.2,normal,190.0,16.2
-M.ERB.H.bur.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,15.7,normal,107.7,14.1,normal,156.1,10.7,normal,156.2,10.7
-M.ERB.H.bur.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.9,11.2,normal,96.7,9.9,lognormal,128.4,0.08,lognormal,128.5,0.08
-M.ERB.H.bur.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,12.4,normal,97.3,11.5,lognormal,146.1,0.09,lognormal,146.2,0.09
-M.ERB.H.bur.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,13.3,lognormal,102.1,0.13,normal,138.8,10.0,normal,138.9,9.8
-M.ERB.H.bur.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,15.0,lognormal,105.9,0.14,normal,150.7,10.9,normal,150.8,10.9
-M.ERB.H.bur.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,15.4,lognormal,107.5,0.14,normal,149.3,9.8,normal,239.6,20.9
-M.ERB.H.bur.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.7,10.6,normal,95.0,9.2,lognormal,121.3,0.08,normal,206.9,14.3
-M.ERB.H.bur.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.8,11.7,normal,95.7,10.5,lognormal,136.9,0.09,lognormal,202.3,0.07
-M.ERB.H.bur.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,12.6,normal,100.9,11.4,normal,130.7,9.2,lognormal,213.8,0.08
-M.ERB.H.bur.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,14.7,normal,105.5,13.3,lognormal,141.8,0.07,normal,220.8,14.7
-M.ERB.H.bur.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.1,normal,107.0,13.7,normal,137.2,10.3,normal,195.6,17.4
-M.ERB.H.bur.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.3,10.2,normal,93.4,8.7,normal,114.7,7.4,normal,177.6,15.9
-M.ERB.H.bur.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.5,11.0,normal,94.2,9.8,normal,123.0,10.0,lognormal,179.2,0.09
-M.ERB.H.bur.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,12.0,normal,99.5,10.5,normal,123.3,7.8,lognormal,185.2,0.1
-M.ERB.H.bur.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,14.0,normal,104.6,12.7,normal,131.7,9.1,normal,190.7,17.6
-M.ERB.H.bur.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,15.7,lognormal,107.7,0.14,normal,157.0,9.6,normal,157.1,9.6
-M.ERB.H.bur.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.9,11.2,normal,96.6,9.9,lognormal,128.6,0.08,lognormal,128.7,0.08
-M.ERB.H.bur.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,12.3,normal,97.2,11.5,normal,148.4,12.0,lognormal,148.5,0.09
-M.ERB.H.bur.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,13.1,normal,102.2,12.1,lognormal,139.4,0.08,lognormal,139.5,0.08
-M.ERB.H.bur.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,15.0,normal,105.7,13.5,lognormal,151.5,0.07,lognormal,151.6,0.07
-M.ERB.H.bur.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.2,lognormal,107.4,0.14,normal,150.1,9.6,lognormal,235.0,0.09
-M.ERB.H.bur.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.6,10.9,normal,95.1,9.0,lognormal,121.4,0.08,normal,206.6,14.8
-M.ERB.H.bur.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.7,11.7,normal,95.9,10.7,normal,138.1,12.4,normal,203.4,14.1
-M.ERB.H.bur.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,12.5,normal,100.8,11.3,normal,130.7,9.2,normal,211.4,14.1
-M.ERB.H.bur.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,14.7,normal,105.2,13.1,lognormal,142.2,0.07,normal,219.7,14.9
-M.ERB.H.bur.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,15.8,lognormal,107.5,0.14,normal,141.3,12.6,normal,198.4,18.4
-M.ERB.H.bur.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,11.4,normal,96.2,10.1,normal,121.4,9.8,normal,180.1,15.4
-M.ERB.H.bur.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.5,12.3,normal,96.6,11.3,normal,126.6,10.9,lognormal,180.3,0.09
-M.ERB.H.bur.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,13.2,normal,101.7,12.0,lognormal,128.8,0.08,lognormal,189.1,0.1
-M.ERB.H.bur.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,14.9,lognormal,105.9,0.14,normal,136.1,10.8,normal,195.8,18.1
-M.ERB.H.bur.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,15.9,lognormal,107.9,0.15,normal,161.6,13.4,lognormal,161.8,0.09
-M.ERB.H.bur.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.0,12.5,normal,99.0,11.4,normal,139.6,13.4,lognormal,139.8,0.1
-M.ERB.H.bur.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.3,13.6,lognormal,98.8,0.14,normal,148.5,12.6,lognormal,148.6,0.09
-M.ERB.H.bur.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,14.1,normal,103.1,12.8,lognormal,149.4,0.1,lognormal,149.5,0.1
-M.ERB.H.bur.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,15.4,normal,106.0,13.8,lognormal,157.6,0.09,lognormal,157.7,0.09
-M.ERB.H.bur.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,15.8,lognormal,107.8,0.15,normal,156.0,12.0,normal,235.6,18.7
-M.ERB.H.bur.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.1,11.9,normal,97.8,10.6,normal,130.1,11.6,normal,207.3,13.7
-M.ERB.H.bur.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.4,12.8,normal,97.8,11.9,normal,142.6,11.9,lognormal,203.3,0.07
-M.ERB.H.bur.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,13.8,normal,102.3,12.5,lognormal,140.2,0.09,normal,211.2,12.5
-M.ERB.H.bur.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,15.3,lognormal,106.2,0.14,normal,150.8,12.1,normal,228.6,18.1
-M.ERB.H.bur.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,15.4,normal,107.1,13.9,normal,141.5,12.6,normal,199.7,19.0
-M.ERB.H.bur.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,11.3,normal,96.2,9.9,normal,121.1,9.7,normal,180.3,15.1
-M.ERB.H.bur.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.7,12.5,normal,96.7,11.4,normal,126.9,11.1,normal,179.9,15.7
-M.ERB.H.bur.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,13.2,normal,101.4,11.9,lognormal,129.0,0.08,normal,188.4,16.9
-M.ERB.H.bur.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,14.7,normal,105.4,13.2,lognormal,136.9,0.09,normal,194.9,18.0
-M.ERB.H.bur.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.8,lognormal,107.7,0.15,lognormal,166.7,0.09,lognormal,166.8,0.09
-M.ERB.H.bur.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.0,12.5,normal,99.1,11.4,lognormal,141.1,0.11,lognormal,141.2,0.11
-M.ERB.H.bur.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.3,13.7,lognormal,98.8,0.14,lognormal,151.4,0.08,lognormal,151.5,0.08
-M.ERB.H.bur.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,14.2,normal,103.3,13.1,normal,151.3,13.7,lognormal,151.5,0.1
-M.ERB.H.bur.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,15.4,lognormal,106.7,0.15,normal,159.6,12.4,lognormal,159.7,0.08
-M.ERB.H.bur.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,15.8,lognormal,107.8,0.15,normal,157.9,11.9,normal,230.6,19.0
-M.ERB.H.bur.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,11.9,normal,97.8,10.8,lognormal,130.8,0.1,normal,208.2,14.3
-M.ERB.H.bur.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.6,12.9,normal,97.9,11.9,normal,144.0,11.8,lognormal,203.8,0.07
-M.ERB.H.bur.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.2,13.8,normal,102.4,12.5,normal,141.4,12.7,normal,215.1,14.5
-M.ERB.H.bur.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,15.2,lognormal,106.0,0.14,normal,152.1,11.8,lognormal,230.0,0.09
-M.ERB.H.bur.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.6,lognormal,107.7,0.14,lognormal,145.1,0.11,normal,200.5,17.5
-M.ERB.H.bur.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.8,12.0,normal,98.7,11.1,normal,125.8,9.3,lognormal,182.8,0.09
-M.ERB.H.bur.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,13.3,normal,98.4,12.3,normal,130.2,12.4,lognormal,181.4,0.1
-M.ERB.H.bur.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,13.8,normal,103.1,12.7,lognormal,133.5,0.09,normal,191.0,17.5
-M.ERB.H.bur.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,normal,106.6,14.0,lognormal,140.8,0.1,normal,198.4,17.2
-M.ERB.H.bur.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.1,lognormal,108.0,0.14,lognormal,165.7,0.1,lognormal,165.8,0.1
-M.ERB.H.bur.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,13.6,normal,101.0,12.6,lognormal,145.4,0.09,lognormal,145.5,0.09
-M.ERB.H.bur.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,14.3,lognormal,100.0,0.15,lognormal,149.1,0.09,lognormal,149.2,0.09
-M.ERB.H.bur.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,14.9,lognormal,104.2,0.14,normal,153.4,12.0,lognormal,153.5,0.08
-M.ERB.H.bur.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,lognormal,106.7,0.15,lognormal,161.5,0.09,lognormal,161.6,0.09
-M.ERB.H.bur.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.2,lognormal,108.3,0.15,normal,160.7,13.1,lognormal,250.0,0.12
-M.ERB.H.bur.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.6,12.5,normal,99.8,11.7,normal,136.5,10.9,normal,207.6,12.5
-M.ERB.H.bur.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.8,lognormal,99.3,0.14,lognormal,144.3,0.08,normal,204.1,14.5
-M.ERB.H.bur.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,14.7,lognormal,103.5,0.14,normal,146.7,11.3,lognormal,222.4,0.09
-M.ERB.H.bur.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,lognormal,106.8,0.15,lognormal,155.7,0.08,normal,225.2,16.3
-M.ERB.H.bur.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.8,lognormal,107.7,0.14,lognormal,144.7,0.11,normal,200.4,15.9
-M.ERB.H.bur.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.0,11.9,normal,98.8,11.0,normal,125.7,9.5,normal,181.1,14.1
-M.ERB.H.bur.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,13.3,lognormal,98.7,0.14,normal,130.6,12.6,normal,180.2,15.5
-M.ERB.H.bur.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,13.9,normal,103.0,12.7,lognormal,133.9,0.09,normal,189.3,16.2
-M.ERB.H.bur.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,15.2,normal,105.9,13.8,lognormal,140.8,0.1,normal,197.1,16.6
-M.ERB.H.bur.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.9,lognormal,108.1,0.15,normal,170.4,13.9,lognormal,170.5,0.09
-M.ERB.H.bur.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,13.6,normal,101.1,12.6,lognormal,147.6,0.09,lognormal,147.7,0.09
-M.ERB.H.bur.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,14.3,lognormal,100.1,0.15,normal,152.5,12.1,lognormal,152.6,0.08
-M.ERB.H.bur.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,15.0,lognormal,104.3,0.14,normal,156.2,11.5,lognormal,156.3,0.08
-M.ERB.H.bur.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,lognormal,106.8,0.15,lognormal,166.1,0.09,lognormal,166.2,0.09
-M.ERB.H.bur.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,15.8,lognormal,107.8,0.15,lognormal,164.3,0.08,normal,248.3,24.3
-M.ERB.H.bur.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,12.7,normal,99.9,11.8,normal,136.9,10.9,normal,209.0,14.6
-M.ERB.H.bur.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.9,14.0,normal,99.5,13.1,normal,146.2,10.5,lognormal,205.5,0.08
-M.ERB.H.bur.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,14.4,lognormal,103.8,0.14,normal,148.3,11.6,normal,217.0,15.8
-M.ERB.H.bur.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.5,normal,106.2,13.9,normal,157.6,11.2,normal,247.4,26.7
-M.ERB.H.bur.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,15.9,lognormal,107.9,0.15,lognormal,148.7,0.13,normal,202.7,20.6
-M.ERB.H.bur.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.5,lognormal,102.9,0.15,lognormal,139.3,0.12,normal,188.4,18.4
-M.ERB.H.bur.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.4,lognormal,100.3,0.15,lognormal,134.5,0.12,lognormal,181.1,0.1
-M.ERB.H.bur.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,16.0,lognormal,104.9,0.15,lognormal,142.8,0.12,normal,194.3,18.5
-M.ERB.H.bur.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.8,normal,106.1,13.9,lognormal,146.5,0.13,normal,198.5,20.4
-M.ERB.H.bur.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,107.8,0.15,lognormal,168.1,0.11,lognormal,168.2,0.11
-M.ERB.H.bur.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.8,lognormal,103.0,0.15,lognormal,158.1,0.11,lognormal,158.2,0.11
-M.ERB.H.bur.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.5,lognormal,100.4,0.15,normal,150.3,13.5,lognormal,150.4,0.1
-M.ERB.H.bur.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.6,lognormal,104.6,0.15,lognormal,161.5,0.11,lognormal,161.6,0.11
-M.ERB.H.bur.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,lognormal,106.8,0.15,normal,165.2,16.1,normal,165.3,15.9
-M.ERB.H.bur.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.9,lognormal,108.0,0.15,lognormal,168.7,0.12,normal,249.1,22.2
-M.ERB.H.bur.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.8,lognormal,103.0,0.15,normal,155.9,14.1,normal,217.5,14.6
-M.ERB.H.bur.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,100.1,0.15,normal,148.3,12.2,normal,206.7,14.5
-M.ERB.H.bur.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.6,lognormal,104.9,0.15,normal,160.5,14.9,normal,230.7,18.7
-M.ERB.H.bur.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.1,lognormal,106.9,0.15,normal,164.8,15.7,normal,248.2,24.7
-M.ERB.H.bur.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.2,lognormal,108.2,0.15,lognormal,148.8,0.13,normal,201.1,19.9
-M.ERB.H.bur.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.5,lognormal,102.7,0.15,lognormal,139.6,0.13,normal,188.9,19.0
-M.ERB.H.bur.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.4,lognormal,100.2,0.15,lognormal,134.5,0.12,normal,182.5,17.8
-M.ERB.H.bur.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.7,lognormal,104.7,0.15,lognormal,143.6,0.13,normal,194.8,18.8
-M.ERB.H.bur.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.8,lognormal,106.6,0.15,lognormal,147.2,0.13,normal,199.8,21.8
-M.ERB.H.bur.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,16.1,lognormal,108.1,0.15,lognormal,175.1,0.1,lognormal,175.2,0.1
-M.ERB.H.bur.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,15.8,lognormal,103.1,0.15,normal,161.2,12.8,lognormal,161.4,0.08
-M.ERB.H.bur.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.5,lognormal,100.4,0.15,normal,153.9,12.2,lognormal,154.0,0.08
-M.ERB.H.bur.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.5,lognormal,104.8,0.15,lognormal,166.9,0.09,lognormal,167.0,0.09
-M.ERB.H.bur.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,16.2,lognormal,106.9,0.15,lognormal,171.7,0.1,lognormal,171.8,0.1
-M.ERB.H.bur.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.3,lognormal,108.0,0.15,lognormal,173.6,0.1,normal,249.1,22.3
-M.ERB.H.bur.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.5,lognormal,102.9,0.15,normal,159.5,12.0,normal,223.0,17.9
-M.ERB.H.bur.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.5,lognormal,100.6,0.15,lognormal,150.9,0.08,normal,207.0,13.9
-M.ERB.H.bur.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,16.0,lognormal,104.8,0.15,normal,164.8,13.2,lognormal,224.3,0.08
-M.ERB.H.bur.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.6,lognormal,106.8,0.15,lognormal,170.0,0.09,lognormal,250.0,0.12
-M.ERB.H.bur.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,107.8,0.15,lognormal,169.1,0.12,lognormal,250.0,0.09
-M.ERB.H.bur.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,102.9,0.15,normal,157.9,15.3,normal,248.4,24.2
-M.ERB.H.bur.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.3,15.1,lognormal,100.1,0.15,lognormal,158.5,0.13,normal,225.2,18.1
-M.ERB.H.bur.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.6,lognormal,104.6,0.15,lognormal,162.6,0.11,lognormal,235.0,0.08
-M.ERB.H.bur.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.8,16.1,lognormal,106.8,0.15,lognormal,166.7,0.11,normal,249.6,21.1
-M.ERB.H.bur.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,107.8,0.15,lognormal,168.2,0.11,lognormal,168.3,0.11
-M.ERB.H.bur.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.6,lognormal,102.8,0.15,lognormal,160.2,0.11,lognormal,160.3,0.11
-M.ERB.H.bur.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.5,0.15,lognormal,156.7,0.12,lognormal,156.8,0.12
-M.ERB.H.bur.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.7,lognormal,104.9,0.15,normal,164.1,17.7,normal,164.2,17.6
-M.ERB.H.bur.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.1,lognormal,106.8,0.15,lognormal,166.8,0.12,normal,166.9,18.3
-M.ERB.H.bur.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.9,lognormal,108.2,0.15,lognormal,168.5,0.11,lognormal,168.6,0.11
-M.ERB.H.bur.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,102.8,0.15,lognormal,160.2,0.11,lognormal,160.3,0.11
-M.ERB.H.bur.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.1,0.15,lognormal,157.4,0.12,lognormal,250.0,0.06
-M.ERB.H.bur.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.8,lognormal,104.7,0.15,lognormal,163.1,0.11,lognormal,163.2,0.11
-M.ERB.H.bur.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.8,lognormal,107.0,0.15,normal,166.7,17.4,lognormal,167.0,0.11
-M.ERB.H.bur.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,108.1,0.15,lognormal,175.9,0.11,lognormal,250.0,0.09
-M.ERB.H.bur.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.5,lognormal,102.9,0.15,lognormal,162.9,0.09,lognormal,250.0,0.12
-M.ERB.H.bur.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.3,0.15,normal,163.5,16.1,normal,225.1,17.1
-M.ERB.H.bur.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,15.4,lognormal,104.9,0.15,normal,169.8,16.2,normal,249.4,21.7
-M.ERB.H.bur.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.5,lognormal,106.6,0.15,lognormal,174.8,0.11,normal,249.1,22.4
-M.ERB.H.bur.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.2,lognormal,108.1,0.15,lognormal,176.4,0.11,lognormal,176.5,0.11
-M.ERB.H.bur.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.4,lognormal,102.6,0.15,lognormal,169.0,0.11,lognormal,169.1,0.12
-M.ERB.H.bur.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.3,0.15,normal,164.9,17.5,lognormal,165.2,0.12
-M.ERB.H.bur.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,16.0,lognormal,104.7,0.15,lognormal,173.3,0.11,lognormal,173.4,0.11
-M.ERB.H.bur.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.0,lognormal,106.7,0.15,lognormal,175.0,0.11,lognormal,175.1,0.11
-M.ERB.H.bur.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.2,lognormal,107.9,0.15,lognormal,177.8,0.11,lognormal,177.9,0.11
-M.ERB.H.bur.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.4,lognormal,103.0,0.15,lognormal,166.2,0.1,lognormal,250.0,0.06
-M.ERB.H.bur.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.4,0.15,lognormal,163.6,0.11,lognormal,250.0,0.06
-M.ERB.H.bur.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,15.6,lognormal,104.6,0.15,lognormal,170.7,0.11,lognormal,170.8,0.11
-M.ERB.H.bur.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.9,lognormal,106.9,0.15,lognormal,174.7,0.11,lognormal,174.8,0.11
-M.ERB.H.bur.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.1,lognormal,108.0,0.15,lognormal,168.2,0.11,normal,250.0,20.0
-M.ERB.H.bur.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.6,lognormal,103.0,0.15,normal,154.8,13.7,normal,222.6,14.4
-M.ERB.H.bur.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,15.2,lognormal,100.2,0.15,lognormal,156.2,0.12,normal,225.2,16.0
-M.ERB.H.bur.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.7,lognormal,104.7,0.15,normal,160.9,14.7,normal,249.5,21.3
-M.ERB.H.bur.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,16.1,lognormal,106.9,0.15,lognormal,166.7,0.11,normal,249.4,21.7
-M.ERB.H.bur.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.2,lognormal,108.1,0.15,lognormal,168.3,0.11,lognormal,168.4,0.11
-M.ERB.H.bur.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.4,normal,102.6,13.7,lognormal,160.4,0.11,lognormal,160.5,0.11
-M.ERB.H.bur.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.4,lognormal,100.6,0.15,normal,156.1,16.4,normal,156.2,16.2
-M.ERB.H.bur.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.8,lognormal,104.7,0.15,lognormal,164.0,0.12,lognormal,164.1,0.12
-M.ERB.H.bur.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.9,lognormal,106.8,0.15,lognormal,166.5,0.12,normal,166.6,17.9
-M.ERB.H.bur.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,108.0,0.15,lognormal,167.9,0.11,lognormal,168.0,0.11
-M.ERB.H.bur.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,102.5,0.15,normal,157.8,15.5,normal,157.9,15.2
-M.ERB.H.bur.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.1,lognormal,100.3,0.15,lognormal,157.8,0.12,lognormal,250.0,0.06
-M.ERB.H.bur.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.7,lognormal,104.9,0.15,lognormal,163.6,0.11,lognormal,163.7,0.12
-M.ERB.H.bur.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,16.1,lognormal,107.0,0.15,lognormal,166.3,0.12,normal,166.4,18.2
-M.ERB.H.bur.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,108.0,0.15,normal,175.3,16.9,lognormal,250.0,0.1
-M.ERB.H.bur.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.4,lognormal,102.9,0.15,normal,158.2,12.7,normal,235.4,19.2
-M.ERB.H.bur.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.1,lognormal,100.3,0.15,lognormal,163.1,0.1,normal,234.1,21.6
-M.ERB.H.bur.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.8,lognormal,104.7,0.15,lognormal,165.9,0.09,normal,248.8,23.2
-M.ERB.H.bur.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,16.1,normal,106.3,13.9,lognormal,174.3,0.11,lognormal,250.0,0.1
-M.ERB.H.bur.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.1,lognormal,108.3,0.15,lognormal,176.4,0.11,lognormal,176.5,0.11
-M.ERB.H.bur.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,102.9,0.15,lognormal,168.3,0.11,lognormal,168.4,0.11
-M.ERB.H.bur.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,100.3,0.15,lognormal,164.2,0.11,lognormal,164.3,0.11
-M.ERB.H.bur.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,15.5,lognormal,104.7,0.15,lognormal,171.3,0.11,lognormal,171.4,0.11
-M.ERB.H.bur.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,16.0,lognormal,107.4,0.15,lognormal,174.5,0.11,lognormal,174.6,0.11
-M.ERB.H.bur.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,107.9,0.15,lognormal,178.1,0.12,lognormal,178.2,0.11
-M.ERB.H.bur.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,102.8,0.15,lognormal,164.4,0.1,lognormal,164.5,0.1
-M.ERB.H.bur.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.1,lognormal,100.5,0.15,lognormal,164.9,0.11,lognormal,250.0,0.06
-M.ERB.H.bur.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,16.2,lognormal,104.8,0.15,lognormal,170.3,0.1,normal,170.4,17.4
-M.ERB.H.bur.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.7,lognormal,106.6,0.15,lognormal,174.3,0.11,lognormal,174.4,0.11
-M.ERB.H.bur.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.9,lognormal,108.0,0.15,lognormal,168.6,0.11,lognormal,250.0,0.09
-M.ERB.H.bur.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,102.8,0.15,normal,152.6,12.3,normal,220.4,13.0
-M.ERB.H.bur.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,15.0,lognormal,100.3,0.15,lognormal,156.9,0.11,normal,238.2,23.7
-M.ERB.H.bur.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.9,lognormal,104.8,0.15,normal,160.6,14.9,normal,248.1,24.8
-M.ERB.H.bur.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,lognormal,106.7,0.15,normal,165.3,16.1,normal,249.6,21.1
-M.ERB.H.bur.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.2,lognormal,108.2,0.15,lognormal,168.8,0.12,lognormal,168.9,0.12
-M.ERB.H.bur.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,103.0,0.15,lognormal,159.9,0.11,lognormal,160.0,0.11
-M.ERB.H.bur.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.2,lognormal,100.4,0.15,normal,156.8,16.4,lognormal,157.1,0.11
-M.ERB.H.bur.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,15.5,lognormal,104.7,0.15,normal,163.2,16.9,normal,163.3,16.9
-M.ERB.H.bur.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.8,lognormal,106.8,0.15,normal,165.4,16.4,normal,165.5,16.8
-M.ERB.H.bur.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,16.0,lognormal,108.0,0.15,lognormal,167.9,0.11,lognormal,250.0,0.06
-M.ERB.H.bur.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.1,lognormal,102.5,0.15,normal,157.0,15.2,lognormal,250.0,0.06
-M.ERB.H.bur.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.0,lognormal,100.1,0.15,normal,156.2,16.3,lognormal,250.0,0.06
-M.ERB.H.bur.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.7,lognormal,104.8,0.15,normal,162.8,16.5,normal,162.9,16.4
-M.ERB.H.bur.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.7,lognormal,106.6,0.15,lognormal,166.6,0.11,lognormal,166.7,0.11
-M.ERB.H.bur.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.9,lognormal,108.0,0.15,lognormal,175.4,0.1,lognormal,250.0,0.08
-M.ERB.H.bur.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.2,lognormal,102.6,0.15,normal,154.9,10.8,lognormal,230.0,0.08
-M.ERB.H.bur.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.3,0.15,lognormal,161.6,0.1,normal,224.1,16.5
-M.ERB.H.bur.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.7,lognormal,104.7,0.15,lognormal,164.9,0.09,lognormal,250.0,0.11
-M.ERB.H.bur.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.7,lognormal,106.7,0.15,normal,172.1,15.4,lognormal,250.0,0.1
-M.ERB.H.bur.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.0,lognormal,108.2,0.15,lognormal,177.5,0.11,lognormal,177.6,0.11
-M.ERB.H.bur.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,102.9,0.15,lognormal,167.2,0.11,lognormal,167.3,0.11
-M.ERB.H.bur.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.2,0.15,lognormal,163.8,0.11,lognormal,163.9,0.11
-M.ERB.H.bur.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,15.8,lognormal,105.0,0.15,normal,170.6,16.6,normal,170.7,17.1
-M.ERB.H.bur.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,normal,106.2,13.9,lognormal,174.7,0.11,lognormal,174.8,0.11
-M.ERB.H.bur.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,107.9,0.15,lognormal,177.5,0.11,normal,177.6,18.4
-M.ERB.H.bur.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.3,lognormal,102.7,0.15,normal,160.6,13.0,lognormal,160.7,0.09
-M.ERB.H.bur.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.5,lognormal,100.6,0.15,lognormal,164.9,0.11,lognormal,250.0,0.06
-M.ERB.H.bur.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.7,lognormal,104.9,0.15,lognormal,169.3,0.1,lognormal,250.0,0.06
-M.ERB.H.bur.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,16.0,lognormal,107.0,0.15,lognormal,173.9,0.1,lognormal,174.0,0.1
-M.ERB.H.bur.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,15.9,lognormal,107.9,0.15,lognormal,168.4,0.11,normal,249.6,20.9
-M.ERB.H.bur.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.6,lognormal,102.8,0.15,lognormal,161.3,0.12,lognormal,250.0,0.13
-M.ERB.H.bur.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,100.4,0.15,lognormal,157.8,0.13,normal,234.7,20.5
-M.ERB.H.bur.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.9,lognormal,105.0,0.15,lognormal,163.5,0.12,normal,249.1,22.4
-M.ERB.H.bur.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.1,lognormal,106.4,0.14,lognormal,165.7,0.11,lognormal,250.0,0.09
-M.ERB.H.bur.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,15.9,lognormal,108.0,0.15,lognormal,169.3,0.12,lognormal,169.4,0.12
-M.ERB.H.bur.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.7,lognormal,103.0,0.15,normal,160.1,16.9,lognormal,160.3,0.11
-M.ERB.H.bur.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.4,lognormal,100.3,0.15,normal,156.8,16.6,normal,156.9,16.4
-M.ERB.H.bur.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.8,lognormal,105.0,0.15,lognormal,163.2,0.11,lognormal,163.3,0.11
-M.ERB.H.bur.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,16.1,lognormal,106.7,0.15,normal,166.4,17.3,lognormal,166.8,0.11
-M.ERB.H.bur.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,107.9,0.15,lognormal,169.5,0.12,lognormal,169.6,0.12
-M.ERB.H.bur.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.3,lognormal,102.7,0.15,lognormal,160.5,0.12,lognormal,160.6,0.11
-M.ERB.H.bur.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.4,lognormal,100.3,0.15,lognormal,157.6,0.12,lognormal,250.0,0.06
-M.ERB.H.bur.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.9,lognormal,104.6,0.15,lognormal,163.4,0.12,lognormal,163.5,0.12
-M.ERB.H.bur.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.0,normal,106.1,13.8,lognormal,166.5,0.11,lognormal,166.6,0.11
-M.ERB.H.bur.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,15.9,lognormal,107.8,0.14,lognormal,176.8,0.11,normal,249.6,21.0
-M.ERB.H.bur.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.4,lognormal,102.6,0.15,lognormal,166.9,0.11,normal,248.7,23.4
-M.ERB.H.bur.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.4,lognormal,100.6,0.15,lognormal,163.2,0.11,normal,231.0,18.3
-M.ERB.H.bur.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.7,lognormal,104.7,0.15,lognormal,171.0,0.11,normal,248.8,23.0
-M.ERB.H.bur.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.8,lognormal,106.9,0.15,lognormal,175.1,0.12,lognormal,250.0,0.09
-M.ERB.H.bur.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.9,lognormal,108.3,0.15,lognormal,176.7,0.11,lognormal,176.8,0.11
-M.ERB.H.bur.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,102.9,0.15,lognormal,168.8,0.11,lognormal,168.9,0.11
-M.ERB.H.bur.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.5,lognormal,100.4,0.15,lognormal,164.9,0.11,normal,165.0,17.5
-M.ERB.H.bur.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.8,lognormal,104.9,0.15,lognormal,170.9,0.11,normal,171.0,17.4
-M.ERB.H.bur.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.2,lognormal,107.3,0.15,normal,173.7,17.0,normal,173.8,17.6
-M.ERB.H.bur.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.1,lognormal,108.2,0.15,lognormal,177.4,0.11,lognormal,177.5,0.11
-M.ERB.H.bur.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.6,lognormal,102.8,0.15,lognormal,168.7,0.11,lognormal,168.8,0.12
-M.ERB.H.bur.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.5,lognormal,100.4,0.15,lognormal,164.9,0.12,lognormal,250.0,0.06
-M.ERB.H.bur.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.7,lognormal,104.8,0.15,normal,170.3,16.6,lognormal,170.5,0.11
-M.ERB.H.bur.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.1,lognormal,107.0,0.15,lognormal,175.7,0.11,lognormal,175.8,0.11
-M.ERB.H.spm.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.0,lognormal,100.0,0.15,lognormal,137.6,0.08,normal,195.4,17.0
-M.ERB.H.spm.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,84.8,10.5,normal,90.5,9.7,normal,114.8,7.5,normal,177.8,15.7
-M.ERB.H.spm.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,84.5,11.5,normal,90.4,11.1,normal,123.0,10.1,lognormal,178.8,0.09
-M.ERB.H.spm.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,12.4,normal,95.0,12.0,normal,123.2,7.7,lognormal,185.7,0.1
-M.ERB.H.spm.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,14.3,lognormal,98.7,0.15,normal,131.9,9.2,normal,190.5,16.6
-M.ERB.H.spm.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,15.5,lognormal,100.1,0.16,normal,155.4,10.6,normal,155.5,10.5
-M.ERB.H.spm.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.0,11.7,normal,92.8,11.2,lognormal,128.3,0.08,lognormal,128.4,0.08
-M.ERB.H.spm.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.4,12.7,normal,92.0,12.4,lognormal,145.9,0.09,lognormal,146.0,0.09
-M.ERB.H.spm.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.7,lognormal,96.4,0.15,normal,139.0,10.0,normal,139.1,10.0
-M.ERB.H.spm.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,14.8,lognormal,98.7,0.15,normal,150.4,10.6,normal,150.5,10.7
-M.ERB.H.spm.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,15.4,lognormal,100.3,0.15,normal,149.2,9.5,lognormal,250.0,0.13
-M.ERB.H.spm.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.0,11.2,normal,91.7,10.5,lognormal,121.5,0.08,normal,205.7,14.5
-M.ERB.H.spm.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,85.7,12.1,normal,91.3,11.8,normal,136.7,11.6,normal,202.5,12.5
-M.ERB.H.spm.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.2,13.0,normal,96.0,12.4,normal,130.7,9.2,normal,212.9,13.0
-M.ERB.H.spm.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,14.6,lognormal,98.7,0.15,lognormal,142.1,0.07,normal,221.4,15.8
-M.ERB.H.spm.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.1,lognormal,100.0,0.15,normal,137.4,10.5,normal,195.8,17.2
-M.ERB.H.spm.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,84.8,10.6,normal,90.6,9.7,normal,114.6,7.3,normal,177.9,15.2
-M.ERB.H.spm.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,84.5,11.5,normal,90.3,11.0,normal,123.1,10.2,normal,178.3,15.0
-M.ERB.H.spm.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,12.5,normal,95.0,12.0,normal,123.2,7.9,lognormal,185.8,0.1
-M.ERB.H.spm.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,14.2,lognormal,98.4,0.15,normal,132.4,9.5,normal,191.8,17.4
-M.ERB.H.spm.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.5,lognormal,100.5,0.15,normal,156.9,9.6,normal,157.0,10.3
-M.ERB.H.spm.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,11.8,normal,92.8,11.3,lognormal,128.6,0.08,lognormal,128.7,0.08
-M.ERB.H.spm.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.4,12.7,normal,92.1,12.5,normal,148.3,11.9,lognormal,148.4,0.08
-M.ERB.H.spm.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.7,lognormal,96.4,0.15,lognormal,139.6,0.08,lognormal,139.7,0.08
-M.ERB.H.spm.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.9,15.1,lognormal,99.1,0.15,normal,151.2,10.2,normal,151.3,10.2
-M.ERB.H.spm.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,15.1,lognormal,100.2,0.15,normal,150.1,9.5,normal,227.6,16.2
-M.ERB.H.spm.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,85.8,11.2,normal,91.7,10.5,normal,121.4,8.9,normal,206.7,14.2
-M.ERB.H.spm.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,85.6,12.1,normal,91.3,11.8,normal,138.4,12.6,lognormal,203.1,0.07
-M.ERB.H.spm.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,13.0,normal,95.9,12.6,normal,130.5,9.1,normal,213.6,14.2
-M.ERB.H.spm.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,14.8,lognormal,98.7,0.15,normal,142.6,9.9,normal,221.8,15.7
-M.ERB.H.spm.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.5,lognormal,100.1,0.15,normal,141.3,12.5,normal,199.2,18.4
-M.ERB.H.spm.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,11.8,normal,92.4,11.0,lognormal,121.6,0.09,normal,180.2,15.4
-M.ERB.H.spm.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.1,12.6,normal,91.6,12.2,lognormal,127.8,0.1,normal,178.8,14.8
-M.ERB.H.spm.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.4,normal,96.0,12.7,lognormal,128.9,0.08,normal,187.8,17.0
-M.ERB.H.spm.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,15.1,lognormal,99.2,0.16,normal,136.3,11.1,normal,194.8,15.2
-M.ERB.H.spm.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.6,lognormal,100.0,0.15,lognormal,161.5,0.09,lognormal,161.6,0.09
-M.ERB.H.spm.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.7,13.1,normal,94.2,12.5,lognormal,139.5,0.1,lognormal,139.6,0.1
-M.ERB.H.spm.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.6,13.7,lognormal,92.5,0.15,lognormal,148.3,0.09,lognormal,148.4,0.09
-M.ERB.H.spm.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.8,14.4,lognormal,96.8,0.15,normal,149.2,13.2,lognormal,149.3,0.09
-M.ERB.H.spm.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,15.4,lognormal,99.1,0.15,normal,157.2,13.4,lognormal,157.5,0.09
-M.ERB.H.spm.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.8,lognormal,100.5,0.16,normal,155.9,11.9,normal,247.4,26.6
-M.ERB.H.spm.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.0,12.5,normal,93.5,11.8,normal,130.0,11.5,normal,209.1,15.9
-M.ERB.H.spm.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.0,13.4,normal,92.3,12.7,normal,142.0,11.5,normal,204.0,13.9
-M.ERB.H.spm.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,13.9,normal,96.5,13.1,normal,140.4,12.2,normal,218.5,16.6
-M.ERB.H.spm.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,15.2,lognormal,99.0,0.16,lognormal,150.9,0.09,lognormal,224.4,0.08
-M.ERB.H.spm.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,15.4,lognormal,100.2,0.15,normal,141.5,12.7,normal,200.3,18.2
-M.ERB.H.spm.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,11.8,normal,92.4,11.2,lognormal,121.3,0.09,normal,180.8,15.2
-M.ERB.H.spm.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.2,12.7,lognormal,91.5,0.14,normal,126.8,11.1,normal,180.2,15.7
-M.ERB.H.spm.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.8,13.7,normal,96.2,12.9,lognormal,129.0,0.08,lognormal,188.8,0.1
-M.ERB.H.spm.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.9,15.0,lognormal,99.0,0.15,normal,136.5,11.1,normal,196.0,18.6
-M.ERB.H.spm.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.5,lognormal,100.1,0.15,lognormal,166.2,0.09,lognormal,166.3,0.09
-M.ERB.H.spm.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.6,13.0,lognormal,94.0,0.14,normal,140.3,13.8,lognormal,140.5,0.11
-M.ERB.H.spm.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.6,13.8,lognormal,92.5,0.15,normal,151.4,11.8,lognormal,151.5,0.08
-M.ERB.H.spm.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.8,14.5,lognormal,96.8,0.15,lognormal,151.6,0.1,lognormal,151.7,0.1
-M.ERB.H.spm.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,15.3,lognormal,99.1,0.15,normal,160.2,12.9,lognormal,160.3,0.09
-M.ERB.H.spm.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.5,lognormal,100.3,0.15,lognormal,158.1,0.08,normal,234.7,20.4
-M.ERB.H.spm.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.8,12.4,normal,93.3,11.9,lognormal,130.3,0.1,normal,208.3,14.4
-M.ERB.H.spm.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,13.3,normal,92.3,12.7,normal,144.1,11.7,lognormal,204.7,0.08
-M.ERB.H.spm.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,14.0,lognormal,96.5,0.15,normal,141.5,12.5,normal,215.4,14.3
-M.ERB.H.spm.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,15.1,lognormal,99.1,0.15,lognormal,152.8,0.09,lognormal,225.4,0.08
-M.ERB.H.spm.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.2,0.15,lognormal,144.9,0.11,normal,201.0,17.6
-M.ERB.H.spm.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.6,12.7,normal,93.9,12.4,normal,125.8,9.4,normal,183.5,16.2
-M.ERB.H.spm.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.2,13.5,lognormal,92.1,0.15,normal,130.5,12.6,normal,180.9,15.7
-M.ERB.H.spm.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,14.2,lognormal,96.6,0.15,lognormal,133.6,0.09,normal,191.0,16.5
-M.ERB.H.spm.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.4,lognormal,99.1,0.16,normal,140.9,13.5,normal,197.7,17.2
-M.ERB.H.spm.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.8,lognormal,100.2,0.16,lognormal,166.6,0.1,lognormal,166.7,0.11
-M.ERB.H.spm.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.8,13.8,lognormal,94.9,0.15,lognormal,145.8,0.09,lognormal,145.9,0.09
-M.ERB.H.spm.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.4,14.6,lognormal,93.1,0.16,normal,149.1,12.7,lognormal,149.2,0.09
-M.ERB.H.spm.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,14.8,lognormal,96.9,0.15,normal,153.7,11.9,lognormal,153.8,0.08
-M.ERB.H.spm.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.6,lognormal,99.1,0.15,normal,160.5,13.4,lognormal,160.6,0.09
-M.ERB.H.spm.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.7,0.18,lognormal,100.3,0.15,normal,161.1,13.7,lognormal,250.0,0.12
-M.ERB.H.spm.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,13.2,normal,94.5,12.8,normal,136.6,11.0,normal,209.9,14.5
-M.ERB.H.spm.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.9,14.0,lognormal,92.7,0.15,lognormal,144.6,0.08,normal,203.7,12.4
-M.ERB.H.spm.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,14.6,lognormal,96.9,0.15,normal,147.1,11.7,normal,218.2,15.8
-M.ERB.H.spm.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.3,lognormal,99.0,0.15,normal,155.8,12.0,lognormal,250.0,0.13
-M.ERB.H.spm.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.6,lognormal,99.8,0.15,lognormal,145.0,0.11,normal,200.6,17.3
-M.ERB.H.spm.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.5,12.5,normal,93.8,12.1,normal,125.6,9.5,normal,181.2,14.3
-M.ERB.H.spm.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.3,13.5,lognormal,92.2,0.15,lognormal,130.4,0.1,normal,180.4,15.7
-M.ERB.H.spm.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.8,14.4,lognormal,96.9,0.15,lognormal,133.5,0.09,normal,189.8,16.2
-M.ERB.H.spm.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,15.3,lognormal,98.9,0.15,lognormal,140.6,0.1,normal,198.2,18.6
-M.ERB.H.spm.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.8,lognormal,100.4,0.16,lognormal,171.0,0.09,lognormal,171.1,0.09
-M.ERB.H.spm.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.8,13.8,lognormal,95.0,0.15,normal,146.9,12.0,lognormal,147.1,0.09
-M.ERB.H.spm.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.5,14.6,lognormal,93.0,0.15,normal,152.5,11.3,lognormal,152.6,0.08
-M.ERB.H.spm.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,14.9,lognormal,97.0,0.15,normal,155.7,11.1,normal,155.8,11.3
-M.ERB.H.spm.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.6,lognormal,99.0,0.16,lognormal,166.1,0.09,lognormal,166.2,0.09
-M.ERB.H.spm.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.6,lognormal,100.3,0.15,lognormal,164.4,0.08,normal,248.1,24.7
-M.ERB.H.spm.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,13.3,normal,94.7,12.8,normal,137.0,11.3,normal,208.4,13.0
-M.ERB.H.spm.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.9,14.1,lognormal,92.8,0.15,normal,146.5,10.7,normal,205.7,14.1
-M.ERB.H.spm.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.2,14.4,lognormal,96.9,0.15,normal,148.9,11.6,normal,215.1,14.2
-M.ERB.H.spm.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.6,lognormal,99.0,0.15,normal,158.1,11.7,lognormal,241.0,0.11
-M.ERB.H.spm.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.5,0.18,lognormal,99.9,0.15,lognormal,148.3,0.13,normal,202.6,20.7
-M.ERB.H.spm.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.2,lognormal,95.3,0.15,lognormal,139.7,0.12,normal,190.4,19.5
-M.ERB.H.spm.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.0,0.16,lognormal,134.1,0.12,normal,181.2,17.2
-M.ERB.H.spm.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,97.0,0.15,lognormal,143.7,0.13,normal,195.9,19.9
-M.ERB.H.spm.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.9,lognormal,99.2,0.15,lognormal,145.9,0.12,normal,200.0,20.5
-M.ERB.H.spm.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.8,lognormal,100.2,0.15,lognormal,168.1,0.11,lognormal,168.2,0.11
-M.ERB.H.spm.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.6,lognormal,95.5,0.16,normal,157.4,14.7,lognormal,157.7,0.1
-M.ERB.H.spm.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.5,lognormal,93.1,0.16,normal,150.3,13.2,lognormal,150.4,0.09
-M.ERB.H.spm.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.7,lognormal,97.3,0.16,normal,161.3,15.8,lognormal,161.5,0.11
-M.ERB.H.spm.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.8,lognormal,99.0,0.15,normal,165.7,17.4,lognormal,166.0,0.11
-M.ERB.H.spm.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,99.9,0.15,lognormal,166.7,0.11,normal,248.7,23.3
-M.ERB.H.spm.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.6,lognormal,95.4,0.16,normal,154.9,13.3,lognormal,221.5,0.09
-M.ERB.H.spm.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.2,lognormal,93.0,0.16,normal,148.0,12.1,lognormal,208.5,0.08
-M.ERB.H.spm.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.6,lognormal,97.5,0.16,normal,159.7,14.2,normal,227.5,17.2
-M.ERB.H.spm.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.9,lognormal,99.0,0.15,normal,165.1,16.1,lognormal,250.0,0.12
-M.ERB.H.spm.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.7,lognormal,100.1,0.15,lognormal,150.1,0.13,normal,203.4,21.1
-M.ERB.H.spm.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.3,lognormal,95.2,0.15,lognormal,139.4,0.12,normal,190.8,19.6
-M.ERB.H.spm.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.2,0.16,lognormal,134.7,0.12,normal,181.9,17.6
-M.ERB.H.spm.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.7,lognormal,97.2,0.16,lognormal,143.6,0.13,normal,195.0,19.8
-M.ERB.H.spm.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.8,lognormal,99.0,0.15,lognormal,146.2,0.12,normal,201.4,21.0
-M.ERB.H.spm.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.8,lognormal,100.3,0.15,lognormal,174.9,0.11,lognormal,175.0,0.11
-M.ERB.H.spm.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.4,0.16,normal,161.4,12.8,lognormal,161.6,0.08
-M.ERB.H.spm.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.4,lognormal,93.3,0.16,normal,154.2,12.4,lognormal,154.3,0.09
-M.ERB.H.spm.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,15.8,lognormal,97.5,0.16,normal,167.1,14.8,lognormal,167.4,0.1
-M.ERB.H.spm.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.8,lognormal,99.1,0.15,normal,171.6,15.6,lognormal,171.9,0.1
-M.ERB.H.spm.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.7,lognormal,100.1,0.15,lognormal,174.1,0.1,normal,249.1,22.3
-M.ERB.H.spm.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.7,lognormal,95.6,0.16,normal,159.5,12.6,lognormal,219.4,0.09
-M.ERB.H.spm.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.4,lognormal,93.1,0.16,lognormal,151.0,0.08,lognormal,209.1,0.08
-M.ERB.H.spm.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.5,lognormal,97.3,0.16,lognormal,164.3,0.08,normal,221.5,15.0
-M.ERB.H.spm.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,98.9,0.15,normal,170.2,15.1,lognormal,250.0,0.11
-M.ERB.H.spm.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.7,lognormal,100.2,0.15,lognormal,168.9,0.12,lognormal,250.0,0.08
-M.ERB.H.spm.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.4,lognormal,95.3,0.15,normal,157.4,15.3,lognormal,250.0,0.11
-M.ERB.H.spm.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.3,0.16,normal,155.9,16.5,normal,224.7,16.2
-M.ERB.H.spm.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.8,lognormal,97.3,0.16,lognormal,162.9,0.11,lognormal,250.0,0.09
-M.ERB.H.spm.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.2,0.16,lognormal,166.4,0.11,normal,249.1,22.2
-M.ERB.H.spm.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.5,lognormal,99.9,0.15,lognormal,168.3,0.11,lognormal,168.4,0.11
-M.ERB.H.spm.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.5,lognormal,95.4,0.16,normal,160.3,16.9,normal,160.4,17.5
-M.ERB.H.spm.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.2,0.16,lognormal,157.3,0.12,lognormal,157.4,0.12
-M.ERB.H.spm.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.8,lognormal,97.4,0.16,lognormal,164.0,0.11,lognormal,164.1,0.12
-M.ERB.H.spm.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.8,lognormal,99.2,0.15,normal,165.9,17.4,normal,166.0,17.3
-M.ERB.H.spm.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.9,lognormal,100.3,0.15,lognormal,168.9,0.11,lognormal,169.0,0.11
-M.ERB.H.spm.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.5,lognormal,95.4,0.16,lognormal,160.1,0.11,lognormal,160.2,0.11
-M.ERB.H.spm.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.0,0.16,lognormal,157.8,0.12,lognormal,250.0,0.06
-M.ERB.H.spm.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.3,lognormal,96.9,0.15,normal,163.7,17.4,lognormal,250.0,0.06
-M.ERB.H.spm.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.8,lognormal,99.4,0.16,lognormal,165.9,0.11,lognormal,166.0,0.12
-M.ERB.H.spm.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.8,lognormal,100.2,0.15,lognormal,176.7,0.11,lognormal,250.0,0.09
-M.ERB.H.spm.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.3,0.15,normal,161.4,13.3,lognormal,250.0,0.12
-M.ERB.H.spm.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.3,lognormal,93.4,0.16,lognormal,163.6,0.11,normal,226.5,17.8
-M.ERB.H.spm.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,15.7,lognormal,97.4,0.15,normal,168.3,14.7,normal,248.7,23.4
-M.ERB.H.spm.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,99.1,0.15,normal,173.9,17.2,normal,249.4,21.4
-M.ERB.H.spm.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,16.0,lognormal,100.4,0.16,lognormal,177.2,0.12,normal,177.3,19.0
-M.ERB.H.spm.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.7,lognormal,95.5,0.16,lognormal,168.6,0.11,lognormal,168.7,0.12
-M.ERB.H.spm.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.1,0.16,lognormal,164.8,0.11,lognormal,164.9,0.12
-M.ERB.H.spm.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.0,0.15,lognormal,171.5,0.11,lognormal,171.6,0.11
-M.ERB.H.spm.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.9,lognormal,99.3,0.15,lognormal,175.4,0.11,lognormal,175.5,0.11
-M.ERB.H.spm.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,16.1,lognormal,100.5,0.16,normal,176.1,17.2,lognormal,176.4,0.11
-M.ERB.H.spm.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.4,lognormal,95.3,0.16,lognormal,167.2,0.11,lognormal,167.3,0.11
-M.ERB.H.spm.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.4,15.5,lognormal,93.2,0.16,lognormal,164.5,0.11,lognormal,250.0,0.06
-M.ERB.H.spm.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.7,lognormal,97.3,0.16,normal,170.8,16.6,lognormal,250.0,0.06
-M.ERB.H.spm.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.1,0.16,lognormal,174.2,0.11,lognormal,174.3,0.11
-M.ERB.H.spm.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.8,lognormal,100.1,0.15,normal,168.9,18.0,normal,249.4,21.5
-M.ERB.H.spm.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.4,lognormal,95.3,0.16,normal,154.9,13.6,lognormal,250.0,0.12
-M.ERB.H.spm.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.0,lognormal,93.1,0.16,lognormal,157.6,0.12,normal,227.2,18.6
-M.ERB.H.spm.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.6,lognormal,97.2,0.16,lognormal,161.8,0.11,lognormal,250.0,0.11
-M.ERB.H.spm.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,98.9,0.15,lognormal,166.1,0.11,normal,249.0,22.5
-M.ERB.H.spm.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.8,lognormal,100.2,0.15,lognormal,168.9,0.11,lognormal,169.0,0.11
-M.ERB.H.spm.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.4,0.15,lognormal,160.6,0.11,lognormal,160.7,0.11
-M.ERB.H.spm.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.4,lognormal,93.2,0.16,lognormal,157.8,0.13,lognormal,157.9,0.12
-M.ERB.H.spm.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.6,lognormal,97.2,0.15,lognormal,163.2,0.11,lognormal,163.3,0.12
-M.ERB.H.spm.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.7,lognormal,99.1,0.15,lognormal,166.6,0.11,lognormal,166.7,0.11
-M.ERB.H.spm.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,16.0,lognormal,100.4,0.15,lognormal,168.4,0.11,lognormal,168.5,0.11
-M.ERB.H.spm.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.4,lognormal,95.3,0.16,normal,158.5,15.8,lognormal,158.6,0.11
-M.ERB.H.spm.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.3,lognormal,93.2,0.16,normal,156.3,16.3,lognormal,250.0,0.06
-M.ERB.H.spm.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.4,0.16,lognormal,164.1,0.11,lognormal,164.2,0.11
-M.ERB.H.spm.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,99.2,0.16,lognormal,166.6,0.11,lognormal,166.7,0.11
-M.ERB.H.spm.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.8,lognormal,100.2,0.15,lognormal,177.1,0.12,lognormal,250.0,0.06
-M.ERB.H.spm.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.4,lognormal,95.4,0.15,lognormal,158.1,0.08,normal,248.5,23.9
-M.ERB.H.spm.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,15.2,lognormal,93.1,0.16,lognormal,163.6,0.11,normal,228.4,18.5
-M.ERB.H.spm.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,97.1,0.15,normal,167.4,15.2,normal,249.2,22.1
-M.ERB.H.spm.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.9,lognormal,99.1,0.15,normal,173.6,17.3,normal,248.8,23.0
-M.ERB.H.spm.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,16.0,lognormal,100.3,0.15,normal,176.2,16.8,normal,176.3,17.2
-M.ERB.H.spm.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.3,lognormal,95.4,0.15,lognormal,168.1,0.11,lognormal,168.2,0.11
-M.ERB.H.spm.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,88.9,0.18,lognormal,93.3,0.16,lognormal,164.6,0.11,lognormal,164.7,0.11
-M.ERB.H.spm.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.5,lognormal,97.1,0.15,normal,171.3,16.6,normal,171.4,17.4
-M.ERB.H.spm.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.8,lognormal,99.3,0.16,lognormal,175.2,0.11,normal,175.3,18.2
-M.ERB.H.spm.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.8,lognormal,100.0,0.15,lognormal,175.2,0.1,lognormal,175.3,0.1
-M.ERB.H.spm.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.5,0.16,normal,163.9,14.7,lognormal,250.0,0.06
-M.ERB.H.spm.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.9,15.1,lognormal,92.8,0.16,lognormal,163.7,0.1,lognormal,250.0,0.06
-M.ERB.H.spm.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.8,lognormal,97.2,0.16,normal,170.5,16.7,lognormal,170.8,0.11
-M.ERB.H.spm.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.9,lognormal,99.4,0.16,lognormal,175.0,0.11,lognormal,175.1,0.11
-M.ERB.H.spm.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.2,0.15,lognormal,168.7,0.11,normal,249.2,22.1
-M.ERB.H.spm.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.5,0.16,normal,153.1,12.3,lognormal,250.0,0.13
-M.ERB.H.spm.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,15.1,lognormal,93.0,0.15,normal,156.0,16.6,normal,217.5,11.1
-M.ERB.H.spm.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.2,0.15,normal,160.7,15.1,lognormal,250.0,0.11
-M.ERB.H.spm.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.7,lognormal,99.2,0.16,normal,165.8,17.4,normal,249.6,21.0
-M.ERB.H.spm.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.8,0.18,lognormal,100.5,0.16,lognormal,168.2,0.11,lognormal,168.3,0.11
-M.ERB.H.spm.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,15.5,lognormal,95.7,0.16,normal,160.3,17.0,lognormal,160.5,0.12
-M.ERB.H.spm.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,92.9,0.16,lognormal,158.0,0.12,lognormal,158.1,0.12
-M.ERB.H.spm.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,97.0,0.15,lognormal,164.8,0.12,lognormal,164.9,0.12
-M.ERB.H.spm.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.8,lognormal,99.1,0.16,normal,166.2,17.4,lognormal,166.6,0.11
-M.ERB.H.spm.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.9,lognormal,100.3,0.16,lognormal,168.4,0.11,lognormal,168.5,0.11
-M.ERB.H.spm.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.4,lognormal,95.4,0.16,normal,157.1,15.1,lognormal,250.0,0.06
-M.ERB.H.spm.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.1,lognormal,93.2,0.16,lognormal,157.6,0.12,lognormal,250.0,0.06
-M.ERB.H.spm.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,15.8,lognormal,97.5,0.16,lognormal,163.3,0.11,lognormal,163.4,0.11
-M.ERB.H.spm.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,16.0,lognormal,99.3,0.16,lognormal,167.6,0.12,lognormal,250.0,0.06
-M.ERB.H.spm.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.6,lognormal,100.1,0.15,normal,176.0,17.3,normal,249.6,20.9
-M.ERB.H.spm.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.4,0.16,normal,155.7,11.3,normal,226.3,16.5
-M.ERB.H.spm.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,15.1,lognormal,93.0,0.16,lognormal,162.6,0.11,lognormal,250.0,0.12
-M.ERB.H.spm.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.6,lognormal,97.1,0.15,normal,165.1,14.7,lognormal,250.0,0.11
-M.ERB.H.spm.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,98.9,0.15,lognormal,171.6,0.1,normal,249.5,21.3
-M.ERB.H.spm.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.6,lognormal,100.0,0.15,lognormal,176.7,0.11,lognormal,176.8,0.11
-M.ERB.H.spm.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.3,lognormal,95.3,0.16,normal,166.2,16.2,lognormal,166.5,0.1
-M.ERB.H.spm.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.1,0.15,lognormal,164.1,0.11,lognormal,164.2,0.11
-M.ERB.H.spm.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.4,lognormal,96.9,0.15,lognormal,171.3,0.11,lognormal,171.4,0.11
-M.ERB.H.spm.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.6,lognormal,99.3,0.15,lognormal,174.6,0.11,lognormal,174.7,0.11
-M.ERB.H.spm.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.6,lognormal,100.1,0.15,normal,176.1,17.2,normal,176.2,17.4
-M.ERB.H.spm.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.4,0.16,normal,160.5,13.0,lognormal,250.0,0.06
-M.ERB.H.spm.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.1,0.16,lognormal,163.9,0.11,lognormal,250.0,0.06
-M.ERB.H.spm.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,97.1,0.15,lognormal,169.4,0.1,lognormal,169.5,0.1
-M.ERB.H.spm.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.8,lognormal,99.0,0.16,lognormal,174.8,0.11,lognormal,174.9,0.11
-M.ERB.H.spm.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.7,0.18,lognormal,100.2,0.16,normal,166.8,16.1,lognormal,250.0,0.09
-M.ERB.H.spm.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.4,0.16,normal,160.5,17.0,lognormal,250.0,0.13
-M.ERB.H.spm.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.0,0.15,lognormal,157.9,0.12,normal,222.9,15.7
-M.ERB.H.spm.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.18,lognormal,97.2,0.16,lognormal,163.4,0.12,normal,249.0,22.5
-M.ERB.H.spm.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,98.9,0.15,lognormal,167.6,0.12,normal,248.8,23.0
-M.ERB.H.spm.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.7,lognormal,100.1,0.15,lognormal,168.3,0.11,lognormal,168.4,0.11
-M.ERB.H.spm.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.4,lognormal,95.4,0.15,normal,160.8,17.1,normal,160.9,17.5
-M.ERB.H.spm.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.0,0.16,normal,155.8,16.3,lognormal,156.1,0.11
-M.ERB.H.spm.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.5,lognormal,97.3,0.16,lognormal,164.1,0.12,lognormal,164.2,0.12
-M.ERB.H.spm.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,98.9,0.15,lognormal,167.7,0.12,lognormal,167.8,0.12
-M.ERB.H.spm.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.2,0.15,lognormal,168.4,0.12,lognormal,168.5,0.12
-M.ERB.H.spm.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.6,lognormal,95.3,0.16,normal,160.2,16.9,lognormal,250.0,0.06
-M.ERB.H.spm.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.2,0.16,lognormal,157.0,0.12,lognormal,250.0,0.06
-M.ERB.H.spm.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.6,lognormal,97.2,0.15,lognormal,163.4,0.11,lognormal,250.0,0.06
-M.ERB.H.spm.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.8,lognormal,99.0,0.16,lognormal,167.3,0.12,lognormal,167.4,0.11
-M.ERB.H.spm.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.8,lognormal,100.2,0.15,lognormal,177.1,0.11,normal,250.1,19.8
-M.ERB.H.spm.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.6,lognormal,95.5,0.16,lognormal,168.9,0.11,normal,247.7,26.0
-M.ERB.H.spm.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.1,0.16,lognormal,164.1,0.11,normal,224.4,15.7
-M.ERB.H.spm.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.7,lognormal,97.3,0.16,normal,170.4,16.5,normal,249.1,22.4
-M.ERB.H.spm.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.0,0.15,lognormal,174.2,0.11,normal,249.6,21.1
-M.ERB.H.spm.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,16.0,lognormal,100.4,0.16,lognormal,176.2,0.11,lognormal,176.3,0.11
-M.ERB.H.spm.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.6,lognormal,95.5,0.16,lognormal,168.6,0.11,lognormal,168.7,0.11
-M.ERB.H.spm.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.1,0.16,lognormal,164.3,0.11,lognormal,164.4,0.11
-M.ERB.H.spm.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.8,0.18,lognormal,97.3,0.16,lognormal,171.1,0.11,lognormal,171.2,0.11
-M.ERB.H.spm.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.6,0.18,lognormal,99.2,0.16,lognormal,175.0,0.11,lognormal,175.1,0.11
-M.ERB.H.spm.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.7,lognormal,100.4,0.15,lognormal,177.3,0.11,lognormal,177.4,0.11
-M.ERB.H.spm.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,15.4,lognormal,95.5,0.16,lognormal,168.3,0.11,lognormal,168.4,0.11
-M.ERB.H.spm.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.4,15.6,lognormal,93.2,0.16,lognormal,163.4,0.11,lognormal,250.0,0.06
-M.ERB.H.spm.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.8,0.18,lognormal,97.2,0.16,lognormal,171.1,0.11,lognormal,171.2,0.11
-M.ERB.H.spm.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.7,lognormal,99.2,0.15,lognormal,175.0,0.11,lognormal,175.1,0.11
-M.ERB.L.bur.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,12.1,normal,121.9,9.5,lognormal,131.7,0.07,normal,199.6,19.2
-M.ERB.L.bur.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,9.7,normal,97.4,8.4,normal,105.8,7.6,lognormal,175.2,0.19
-M.ERB.L.bur.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,10.7,lognormal,101.1,0.1,normal,113.7,10.1,normal,180.5,15.8
-M.ERB.L.bur.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,11.1,normal,106.0,8.8,normal,115.3,7.6,lognormal,187.8,0.17
-M.ERB.L.bur.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,12.1,normal,115.6,8.9,normal,124.9,7.5,lognormal,195.8,0.13
-M.ERB.L.bur.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,13.0,normal,127.0,9.3,normal,140.1,9.6,normal,221.2,16.1
-M.ERB.L.bur.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,10.5,normal,102.6,8.8,normal,113.0,8.3,lognormal,193.3,0.09
-M.ERB.L.bur.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.8,11.9,lognormal,108.3,0.11,normal,126.0,12.0,normal,182.1,18.1
-M.ERB.L.bur.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,11.8,normal,111.7,9.4,normal,122.7,8.4,lognormal,204.0,0.09
-M.ERB.L.bur.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,12.3,normal,121.8,9.9,normal,133.2,9.4,normal,214.5,17.5
-M.ERB.L.bur.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,13.2,normal,124.3,9.1,normal,135.6,9.0,normal,222.6,16.7
-M.ERB.L.bur.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.9,10.1,normal,100.1,8.7,normal,109.6,8.5,normal,190.9,16.6
-M.ERB.L.bur.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,11.2,normal,104.5,10.2,lognormal,119.9,0.1,normal,179.3,15.8
-M.ERB.L.bur.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,11.7,normal,109.0,9.2,lognormal,119.4,0.08,normal,202.3,15.5
-M.ERB.L.bur.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,12.8,normal,118.8,9.5,lognormal,129.0,0.07,normal,211.7,14.9
-M.ERB.L.bur.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,12.1,normal,121.9,9.5,lognormal,132.0,0.07,lognormal,204.5,0.13
-M.ERB.L.bur.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,9.7,normal,97.4,8.3,normal,105.9,7.7,lognormal,176.0,0.2
-M.ERB.L.bur.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,10.7,lognormal,101.1,0.1,normal,113.7,9.8,normal,190.1,15.5
-M.ERB.L.bur.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,11.3,normal,106.1,8.7,normal,115.4,7.7,lognormal,191.0,0.19
-M.ERB.L.bur.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,12.0,normal,115.7,8.9,normal,124.8,7.5,lognormal,198.6,0.15
-M.ERB.L.bur.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,13.3,normal,126.7,9.1,normal,140.5,10.0,normal,235.7,18.7
-M.ERB.L.bur.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.6,normal,102.6,8.7,normal,113.1,8.3,normal,203.2,16.5
-M.ERB.L.bur.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,12.0,lognormal,108.3,0.11,normal,126.2,12.1,normal,191.6,18.6
-M.ERB.L.bur.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,11.6,normal,112.0,9.5,normal,122.5,8.3,normal,215.0,17.1
-M.ERB.L.bur.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,12.3,normal,121.9,10.0,normal,133.1,9.4,lognormal,219.1,0.06
-M.ERB.L.bur.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,13.4,normal,124.3,9.0,normal,135.7,8.9,lognormal,230.0,0.09
-M.ERB.L.bur.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,10.2,normal,100.0,8.6,lognormal,109.6,0.08,normal,198.9,17.3
-M.ERB.L.bur.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,11.3,normal,104.4,10.0,lognormal,119.9,0.1,normal,189.1,16.8
-M.ERB.L.bur.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,11.8,normal,109.1,9.1,normal,119.2,8.7,normal,212.3,20.2
-M.ERB.L.bur.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,12.5,normal,118.9,9.6,lognormal,128.9,0.07,normal,219.5,16.1
-M.ERB.L.bur.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,14.5,normal,129.5,11.8,lognormal,142.4,0.1,normal,216.5,18.4
-M.ERB.L.bur.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.1,12.0,lognormal,104.9,0.11,lognormal,115.1,0.1,normal,189.4,22.2
-M.ERB.L.bur.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,13.1,lognormal,110.0,0.13,lognormal,124.7,0.12,normal,182.7,15.9
-M.ERB.L.bur.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.7,normal,113.7,11.1,normal,124.5,11.3,normal,198.9,18.4
-M.ERB.L.bur.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,13.6,normal,123.7,11.4,normal,135.0,12.0,normal,211.0,19.8
-M.ERB.L.bur.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,14.9,lognormal,135.6,0.1,lognormal,152.5,0.1,normal,224.6,19.4
-M.ERB.L.bur.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.9,12.6,normal,110.9,11.6,normal,123.8,12.2,lognormal,192.8,0.09
-M.ERB.L.bur.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.9,lognormal,117.9,0.13,normal,140.1,17.2,lognormal,188.0,0.12
-M.ERB.L.bur.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,13.8,lognormal,120.4,0.11,lognormal,133.7,0.1,lognormal,204.5,0.09
-M.ERB.L.bur.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,14.7,normal,129.8,12.5,normal,145.6,14.2,normal,214.6,15.5
-M.ERB.L.bur.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,14.2,normal,132.6,12.2,lognormal,147.7,0.1,normal,217.7,15.0
-M.ERB.L.bur.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,12.3,lognormal,108.4,0.11,lognormal,119.8,0.11,lognormal,193.0,0.09
-M.ERB.L.bur.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,13.8,lognormal,114.0,0.13,lognormal,133.0,0.13,lognormal,182.9,0.11
-M.ERB.L.bur.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.4,13.4,normal,116.8,11.0,lognormal,129.1,0.1,lognormal,203.5,0.09
-M.ERB.L.bur.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.2,normal,126.4,11.4,lognormal,140.4,0.1,normal,212.2,13.3
-M.ERB.L.bur.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,14.5,normal,129.4,11.5,lognormal,142.8,0.1,normal,221.3,21.9
-M.ERB.L.bur.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.7,lognormal,104.8,0.11,lognormal,114.8,0.1,normal,194.4,24.6
-M.ERB.L.bur.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,13.2,lognormal,110.3,0.13,normal,124.5,13.2,normal,192.5,16.4
-M.ERB.L.bur.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,12.8,normal,113.7,10.9,normal,124.3,11.0,normal,203.5,19.9
-M.ERB.L.bur.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,13.4,normal,123.4,11.6,lognormal,134.6,0.09,normal,214.8,21.6
-M.ERB.L.bur.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,14.7,lognormal,136.1,0.1,lognormal,152.9,0.1,lognormal,235.0,0.08
-M.ERB.L.bur.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.9,12.6,normal,111.1,11.6,normal,124.1,12.3,normal,203.9,16.6
-M.ERB.L.bur.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,14.2,lognormal,118.2,0.13,lognormal,140.3,0.14,normal,192.3,17.6
-M.ERB.L.bur.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,13.8,lognormal,120.6,0.11,lognormal,134.3,0.11,normal,215.0,17.9
-M.ERB.L.bur.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,14.6,lognormal,129.5,0.1,lognormal,145.9,0.11,normal,230.8,18.7
-M.ERB.L.bur.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,14.1,lognormal,132.8,0.1,lognormal,148.2,0.1,lognormal,250.0,0.11
-M.ERB.L.bur.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,12.4,lognormal,108.4,0.11,lognormal,119.6,0.11,normal,202.8,15.9
-M.ERB.L.bur.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,13.9,lognormal,114.0,0.13,lognormal,133.2,0.13,normal,189.6,16.1
-M.ERB.L.bur.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,13.0,normal,116.7,11.1,lognormal,129.4,0.1,normal,214.3,16.3
-M.ERB.L.bur.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,13.6,normal,126.3,11.4,lognormal,140.9,0.1,lognormal,225.0,0.08
-M.ERB.L.bur.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,15.0,normal,138.6,12.9,normal,154.4,12.2,normal,222.4,15.6
-M.ERB.L.bur.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,12.1,normal,113.5,11.1,normal,125.1,10.2,normal,190.7,14.6
-M.ERB.L.bur.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,15.0,normal,119.8,12.7,normal,135.8,12.4,normal,182.7,16.5
-M.ERB.L.bur.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,12.9,normal,122.5,11.0,normal,135.7,11.2,lognormal,204.2,0.08
-M.ERB.L.bur.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,14.5,lognormal,132.2,0.1,normal,148.1,12.8,normal,218.1,16.5
-M.ERB.L.bur.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,16.7,lognormal,146.1,0.11,normal,166.3,16.1,normal,220.0,16.3
-M.ERB.L.bur.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.9,normal,120.8,12.0,normal,136.9,12.4,normal,193.2,17.3
-M.ERB.L.bur.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,16.4,normal,126.7,13.7,normal,150.0,17.6,normal,189.8,18.9
-M.ERB.L.bur.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.3,lognormal,129.5,0.1,lognormal,148.6,0.1,normal,204.3,16.9
-M.ERB.L.bur.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,16.1,normal,139.6,13.7,normal,159.0,14.6,normal,215.7,17.1
-M.ERB.L.bur.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,15.8,lognormal,141.8,0.1,normal,160.5,13.9,normal,221.2,15.5
-M.ERB.L.bur.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,13.1,normal,116.9,11.5,lognormal,131.1,0.1,lognormal,192.3,0.09
-M.ERB.L.bur.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,16.1,normal,123.6,13.2,normal,144.5,15.5,lognormal,183.7,0.1
-M.ERB.L.bur.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.3,normal,125.5,11.6,lognormal,143.3,0.1,lognormal,204.3,0.09
-M.ERB.L.bur.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,14.4,normal,135.6,12.4,normal,153.7,13.3,normal,219.0,19.7
-M.ERB.L.bur.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,14.5,normal,138.9,13.3,normal,154.2,12.3,normal,219.3,11.6
-M.ERB.L.bur.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,12.0,normal,113.2,11.0,normal,125.0,10.1,normal,199.6,17.7
-M.ERB.L.bur.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,15.1,normal,120.0,12.7,lognormal,136.3,0.1,normal,192.0,16.8
-M.ERB.L.bur.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,12.9,lognormal,122.7,0.1,lognormal,135.9,0.09,normal,208.6,13.6
-M.ERB.L.bur.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,14.7,normal,131.9,11.8,normal,148.2,12.8,normal,229.9,20.1
-M.ERB.L.bur.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.8,normal,146.3,14.7,lognormal,168.8,0.12,lognormal,235.0,0.09
-M.ERB.L.bur.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,14.0,lognormal,120.8,0.11,lognormal,136.9,0.1,normal,205.5,18.3
-M.ERB.L.bur.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,15.8,normal,126.9,13.8,normal,150.4,17.4,normal,195.0,18.4
-M.ERB.L.bur.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.1,normal,129.5,12.4,lognormal,148.8,0.1,normal,214.3,17.3
-M.ERB.L.bur.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,15.3,normal,139.6,13.8,normal,158.8,14.9,lognormal,240.0,0.11
-M.ERB.L.bur.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,15.3,lognormal,142.1,0.1,normal,160.3,14.5,normal,248.4,24.1
-M.ERB.L.bur.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,12.8,normal,116.7,11.4,normal,130.7,11.5,normal,204.2,17.3
-M.ERB.L.bur.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,16.1,normal,123.5,13.0,lognormal,145.4,0.12,lognormal,191.6,0.1
-M.ERB.L.bur.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,13.4,normal,125.8,11.7,lognormal,142.8,0.1,normal,214.0,15.9
-M.ERB.L.bur.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,14.3,normal,135.9,12.5,normal,153.6,13.2,normal,219.9,14.6
-M.ERB.L.bur.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,23.3,lognormal,158.3,0.14,lognormal,177.6,0.13,normal,248.7,23.2
-M.ERB.L.bur.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,21.2,lognormal,144.5,0.15,lognormal,159.8,0.13,normal,208.8,17.0
-M.ERB.L.bur.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,19.9,normal,135.8,17.6,lognormal,151.3,0.13,lognormal,188.0,0.09
-M.ERB.L.bur.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,21.2,lognormal,150.2,0.15,normal,167.0,19.5,normal,223.6,20.5
-M.ERB.L.bur.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,22.7,lognormal,155.6,0.14,lognormal,173.2,0.13,lognormal,226.7,0.09
-M.ERB.L.bur.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.0,lognormal,159.1,0.14,lognormal,185.1,0.16,lognormal,250.0,0.07
-M.ERB.L.bur.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,21.1,lognormal,144.7,0.15,normal,165.2,21.7,normal,214.3,14.6
-M.ERB.L.bur.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,20.1,normal,136.3,17.8,normal,157.4,21.2,normal,195.9,14.6
-M.ERB.L.bur.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,22.0,lognormal,150.9,0.15,normal,171.4,21.5,lognormal,230.0,0.08
-M.ERB.L.bur.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,22.3,lognormal,156.3,0.15,normal,178.8,23.8,normal,249.9,20.3
-M.ERB.L.bur.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,23.1,lognormal,159.3,0.14,lognormal,182.6,0.15,normal,250.3,19.3
-M.ERB.L.bur.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,20.9,lognormal,145.0,0.15,normal,165.7,21.7,normal,209.3,14.1
-M.ERB.L.bur.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,20.2,lognormal,137.6,0.15,normal,157.6,21.7,normal,192.1,14.9
-M.ERB.L.bur.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,21.8,normal,149.9,19.7,lognormal,172.4,0.14,normal,227.5,16.4
-M.ERB.L.bur.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,23.4,lognormal,156.1,0.15,lognormal,179.3,0.15,lognormal,250.0,0.11
-M.ERB.L.bur.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.1,23.4,lognormal,158.5,0.14,lognormal,176.5,0.13,normal,248.4,24.2
-M.ERB.L.bur.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,21.7,lognormal,144.2,0.14,normal,159.7,18.8,normal,214.1,17.1
-M.ERB.L.bur.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,19.8,lognormal,136.5,0.15,lognormal,151.4,0.13,normal,192.9,14.7
-M.ERB.L.bur.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,21.9,lognormal,149.2,0.14,normal,165.6,19.0,normal,227.1,17.0
-M.ERB.L.bur.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,22.7,lognormal,155.3,0.14,lognormal,173.2,0.13,normal,248.2,24.6
-M.ERB.L.bur.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,23.0,lognormal,159.2,0.15,normal,183.4,25.5,lognormal,250.0,0.06
-M.ERB.L.bur.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,20.4,lognormal,145.3,0.15,lognormal,167.5,0.15,lognormal,218.3,0.07
-M.ERB.L.bur.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.4,normal,136.7,17.9,lognormal,158.4,0.15,normal,200.7,17.9
-M.ERB.L.bur.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,21.8,lognormal,149.5,0.14,lognormal,173.1,0.16,normal,236.7,16.8
-M.ERB.L.bur.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,22.5,lognormal,156.3,0.15,lognormal,178.9,0.15,lognormal,250.0,0.06
-M.ERB.L.bur.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.7,23.1,lognormal,159.4,0.15,lognormal,183.1,0.15,lognormal,250.0,0.06
-M.ERB.L.bur.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,21.2,lognormal,144.5,0.15,lognormal,167.0,0.16,normal,215.4,15.7
-M.ERB.L.bur.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.8,lognormal,137.1,0.15,lognormal,159.4,0.16,lognormal,193.8,0.08
-M.ERB.L.bur.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,21.9,lognormal,150.7,0.15,lognormal,172.2,0.14,normal,231.9,16.8
-M.ERB.L.bur.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,23.4,normal,156.1,20.5,lognormal,179.2,0.15,normal,250.3,19.1
-M.ERB.L.bur.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,21.6,lognormal,158.3,0.14,normal,180.4,22.6,lognormal,235.0,0.09
-M.ERB.L.bur.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.5,normal,136.8,14.7,normal,155.4,15.8,normal,199.6,19.3
-M.ERB.L.bur.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,19.0,normal,135.2,17.0,lognormal,155.7,0.15,normal,215.4,29.3
-M.ERB.L.bur.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,19.0,normal,145.1,16.3,normal,166.6,19.7,normal,210.6,19.7
-M.ERB.L.bur.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,20.5,normal,152.7,17.9,normal,175.6,21.6,normal,218.2,15.9
-M.ERB.L.bur.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.5,22.4,lognormal,157.9,0.14,lognormal,182.6,0.15,normal,248.2,24.6
-M.ERB.L.bur.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,18.6,normal,140.9,17.0,normal,162.7,20.1,lognormal,209.0,0.12
-M.ERB.L.bur.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,19.3,lognormal,136.8,0.15,lognormal,156.9,0.15,normal,223.4,28.2
-M.ERB.L.bur.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,20.7,normal,148.4,18.6,normal,170.4,21.5,normal,219.6,21.1
-M.ERB.L.bur.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,21.7,lognormal,155.7,0.15,normal,177.8,23.5,normal,246.4,29.5
-M.ERB.L.bur.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.1,22.2,normal,157.5,19.4,normal,181.3,23.9,normal,230.7,18.7
-M.ERB.L.bur.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,17.7,normal,139.1,16.0,normal,159.4,18.0,lognormal,201.0,0.11
-M.ERB.L.bur.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,19.2,normal,135.9,17.6,lognormal,156.9,0.15,normal,218.3,29.1
-M.ERB.L.bur.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,19.8,normal,147.4,17.5,normal,167.6,19.6,normal,208.7,16.8
-M.ERB.L.bur.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,21.1,normal,154.4,19.4,normal,176.0,22.2,normal,221.8,18.4
-M.ERB.L.bur.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.5,22.0,normal,158.2,19.7,normal,180.8,22.5,normal,249.2,22.1
-M.ERB.L.bur.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.9,normal,136.7,14.5,normal,156.5,16.7,lognormal,208.8,0.1
-M.ERB.L.bur.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,19.2,normal,135.2,17.2,lognormal,157.3,0.15,normal,213.7,22.1
-M.ERB.L.bur.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,19.2,normal,144.8,15.8,normal,166.6,19.0,normal,220.0,20.0
-M.ERB.L.bur.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,20.5,normal,153.5,18.9,normal,176.1,21.8,normal,247.6,26.3
-M.ERB.L.bur.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.1,23.1,normal,158.8,20.3,lognormal,182.9,0.14,normal,248.4,24.1
-M.ERB.L.bur.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,18.5,normal,141.1,17.0,normal,163.9,21.0,normal,211.6,19.3
-M.ERB.L.bur.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,19.4,lognormal,137.1,0.15,lognormal,157.9,0.15,normal,231.6,26.5
-M.ERB.L.bur.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,19.8,lognormal,148.3,0.14,normal,171.7,22.9,normal,223.1,18.0
-M.ERB.L.bur.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,21.0,lognormal,154.9,0.14,lognormal,178.0,0.14,normal,248.1,24.9
-M.ERB.L.bur.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.5,21.8,lognormal,158.5,0.14,lognormal,183.5,0.15,normal,249.1,22.3
-M.ERB.L.bur.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,17.6,normal,139.0,15.6,normal,159.3,17.8,normal,206.1,17.6
-M.ERB.L.bur.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,18.9,normal,136.2,17.8,lognormal,158.3,0.15,lognormal,227.6,0.14
-M.ERB.L.bur.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,19.6,lognormal,147.5,0.14,normal,170.7,22.4,normal,218.3,18.3
-M.ERB.L.bur.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,21.5,normal,154.2,19.4,normal,177.6,22.3,normal,248.2,24.7
-M.ERB.L.bur.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,20.7,normal,156.5,18.7,normal,177.8,20.6,normal,217.9,12.7
-M.ERB.L.bur.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.9,normal,133.8,13.5,normal,152.4,14.5,lognormal,198.3,0.11
-M.ERB.L.bur.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.2,normal,133.5,16.3,lognormal,154.4,0.14,lognormal,208.0,0.14
-M.ERB.L.bur.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,18.2,normal,143.2,15.3,lognormal,163.5,0.12,normal,211.2,19.6
-M.ERB.L.bur.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,20.0,lognormal,151.9,0.13,normal,171.9,19.1,normal,220.9,17.7
-M.ERB.L.bur.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,21.5,lognormal,158.9,0.14,lognormal,181.9,0.14,lognormal,245.0,0.11
-M.ERB.L.bur.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,17.4,normal,138.7,15.4,normal,159.6,18.2,normal,203.5,20.9
-M.ERB.L.bur.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,19.6,lognormal,136.1,0.14,lognormal,157.5,0.15,normal,219.9,27.2
-M.ERB.L.bur.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.9,normal,146.8,17.2,normal,168.9,20.0,normal,212.8,18.7
-M.ERB.L.bur.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,21.0,lognormal,154.3,0.14,normal,176.5,21.8,normal,229.7,20.5
-M.ERB.L.bur.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,21.3,normal,157.9,20.1,normal,179.8,21.9,normal,234.7,20.5
-M.ERB.L.bur.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.3,normal,136.8,14.7,normal,155.6,15.5,normal,199.5,19.6
-M.ERB.L.bur.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,18.6,normal,135.8,17.4,normal,156.0,20.2,normal,210.9,25.8
-M.ERB.L.bur.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,19.0,normal,145.4,16.5,normal,165.7,18.0,normal,209.1,17.6
-M.ERB.L.bur.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,20.8,normal,152.9,18.2,normal,174.9,20.7,lognormal,218.8,0.08
-M.ERB.L.bur.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,20.9,normal,156.9,19.4,lognormal,179.5,0.13,normal,249.1,22.3
-M.ERB.L.bur.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,16.5,normal,134.3,13.5,normal,153.5,15.5,normal,207.1,19.8
-M.ERB.L.bur.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.1,normal,134.0,16.0,normal,156.1,20.4,lognormal,221.6,0.16
-M.ERB.L.bur.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,17.9,normal,143.4,15.2,lognormal,162.9,0.11,lognormal,225.0,0.11
-M.ERB.L.bur.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,20.2,normal,151.3,17.3,normal,175.3,21.2,normal,234.6,20.7
-M.ERB.L.bur.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,21.8,normal,159.1,20.4,lognormal,182.1,0.15,normal,249.5,21.4
-M.ERB.L.bur.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,17.7,normal,139.0,15.8,normal,161.5,19.5,normal,211.7,21.6
-M.ERB.L.bur.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,19.5,normal,135.8,17.5,lognormal,158.1,0.15,normal,228.1,28.7
-M.ERB.L.bur.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,19.8,lognormal,147.4,0.13,normal,170.4,21.8,normal,218.9,17.9
-M.ERB.L.bur.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,21.3,lognormal,155.5,0.14,normal,177.1,22.0,normal,247.1,27.7
-M.ERB.L.bur.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,21.2,normal,156.7,18.9,lognormal,181.1,0.14,lognormal,250.0,0.12
-M.ERB.L.bur.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,16.9,normal,136.7,14.4,normal,156.3,16.6,lognormal,210.7,0.11
-M.ERB.L.bur.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,18.9,normal,135.6,17.3,normal,157.5,21.3,lognormal,227.7,0.17
-M.ERB.L.bur.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,18.5,normal,145.2,16.4,normal,167.5,19.9,normal,216.8,17.6
-M.ERB.L.bur.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,21.0,normal,153.0,18.3,normal,176.0,21.9,normal,226.3,16.8
-M.ERB.L.bur.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,20.4,normal,156.3,18.9,normal,178.2,20.9,normal,219.3,13.9
-M.ERB.L.bur.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.7,normal,132.3,13.0,normal,149.9,13.5,normal,193.7,17.0
-M.ERB.L.bur.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,18.0,normal,133.6,16.4,normal,153.7,19.2,lognormal,203.0,0.14
-M.ERB.L.bur.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,17.2,normal,141.5,14.7,normal,159.3,14.5,normal,208.5,19.7
-M.ERB.L.bur.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,19.8,normal,149.6,16.1,normal,170.9,18.2,normal,217.1,18.3
-M.ERB.L.bur.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,22.4,normal,157.5,19.9,lognormal,180.7,0.15,normal,225.3,16.4
-M.ERB.L.bur.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.3,normal,137.6,15.0,normal,158.0,17.8,lognormal,200.1,0.11
-M.ERB.L.bur.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,19.5,normal,135.6,17.6,normal,156.4,20.4,normal,213.4,25.5
-M.ERB.L.bur.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,19.6,normal,145.7,16.9,lognormal,167.7,0.13,lognormal,210.5,0.1
-M.ERB.L.bur.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.8,lognormal,153.5,0.13,normal,175.7,21.6,normal,220.8,17.5
-M.ERB.L.bur.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,21.6,normal,156.6,18.9,lognormal,179.7,0.14,normal,228.5,19.7
-M.ERB.L.bur.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.3,normal,135.0,13.7,normal,153.0,14.2,normal,193.3,16.4
-M.ERB.L.bur.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,18.7,normal,134.3,16.4,lognormal,155.4,0.14,lognormal,212.1,0.16
-M.ERB.L.bur.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,18.3,normal,144.0,15.9,normal,164.2,17.5,normal,206.3,17.7
-M.ERB.L.bur.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,19.9,normal,152.7,18.2,normal,173.3,19.4,lognormal,219.8,0.09
-M.ERB.L.bur.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,20.8,normal,156.1,18.6,normal,177.5,19.2,normal,243.1,24.5
-M.ERB.L.bur.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,16.3,normal,132.3,12.9,normal,150.6,14.3,lognormal,203.9,0.1
-M.ERB.L.bur.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,17.8,normal,134.2,16.8,lognormal,155.2,0.14,normal,213.6,25.1
-M.ERB.L.bur.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,17.0,normal,142.1,14.9,normal,160.5,15.3,normal,220.0,21.8
-M.ERB.L.bur.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,19.4,lognormal,150.8,0.12,normal,172.0,18.7,normal,231.0,18.3
-M.ERB.L.bur.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,22.1,normal,158.4,19.3,lognormal,182.3,0.14,normal,248.8,23.2
-M.ERB.L.bur.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.3,normal,138.0,15.1,normal,159.2,17.8,normal,204.2,17.8
-M.ERB.L.bur.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,19.6,lognormal,137.2,0.15,lognormal,158.6,0.15,normal,221.3,25.6
-M.ERB.L.bur.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,19.6,normal,145.7,17.0,lognormal,170.5,0.14,normal,212.3,16.0
-M.ERB.L.bur.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,20.6,normal,153.8,19.5,normal,178.5,23.9,normal,226.7,16.5
-M.ERB.L.bur.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,20.9,normal,157.9,20.0,lognormal,180.2,0.14,normal,244.1,22.1
-M.ERB.L.bur.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,15.9,normal,135.6,14.3,normal,154.5,15.3,lognormal,201.9,0.09
-M.ERB.L.bur.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,18.8,normal,135.1,17.4,lognormal,158.8,0.16,normal,215.3,26.6
-M.ERB.L.bur.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,18.1,normal,144.0,15.8,normal,165.4,18.1,normal,213.0,16.0
-M.ERB.L.bur.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,20.8,normal,152.7,18.2,normal,176.2,22.0,normal,228.5,19.2
-M.ERB.L.bur.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,22.7,lognormal,159.4,0.15,lognormal,183.1,0.15,lognormal,250.0,0.07
-M.ERB.L.bur.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,21.6,lognormal,144.3,0.15,normal,166.4,23.0,normal,221.5,14.6
-M.ERB.L.bur.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,19.9,lognormal,136.8,0.15,lognormal,158.2,0.15,normal,213.9,15.1
-M.ERB.L.bur.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.6,lognormal,150.6,0.15,normal,170.9,21.3,normal,249.1,22.4
-M.ERB.L.bur.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,22.9,normal,156.2,20.2,lognormal,178.4,0.14,lognormal,250.0,0.09
-M.ERB.L.bur.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,22.9,lognormal,159.0,0.14,lognormal,185.1,0.16,lognormal,250.0,0.06
-M.ERB.L.bur.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,21.2,lognormal,144.3,0.15,normal,165.2,21.5,normal,243.4,23.8
-M.ERB.L.bur.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,19.9,lognormal,137.3,0.15,lognormal,159.1,0.16,normal,218.8,16.0
-M.ERB.L.bur.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,21.9,lognormal,150.4,0.15,normal,171.5,21.6,lognormal,250.0,0.09
-M.ERB.L.bur.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,22.3,lognormal,156.2,0.15,normal,178.8,23.8,lognormal,250.0,0.06
-M.ERB.L.bur.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,22.9,lognormal,159.5,0.14,lognormal,182.9,0.15,lognormal,250.0,0.06
-M.ERB.L.bur.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,20.9,lognormal,145.1,0.15,lognormal,166.3,0.15,normal,220.6,12.6
-M.ERB.L.bur.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,20.3,normal,136.6,18.0,lognormal,158.5,0.15,normal,225.0,20.0
-M.ERB.L.bur.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.0,22.0,lognormal,150.5,0.15,normal,170.9,22.1,lognormal,250.0,0.09
-M.ERB.L.bur.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,23.5,lognormal,156.1,0.15,lognormal,179.3,0.15,lognormal,250.0,0.06
-M.ERB.L.bur.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,24.5,normal,160.3,21.5,lognormal,183.0,0.15,normal,250.0,20.0
-M.ERB.L.bur.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,20.8,lognormal,144.7,0.15,lognormal,165.9,0.15,normal,248.7,23.3
-M.ERB.L.bur.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,20.1,lognormal,137.3,0.15,lognormal,158.7,0.16,normal,225.4,19.3
-M.ERB.L.bur.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,21.9,lognormal,150.4,0.14,lognormal,173.3,0.15,normal,250.3,19.3
-M.ERB.L.bur.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,22.8,lognormal,156.4,0.15,normal,177.7,23.8,lognormal,250.0,0.06
-M.ERB.L.bur.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,23.1,normal,158.9,21.1,normal,183.4,25.5,lognormal,250.0,0.06
-M.ERB.L.bur.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,20.8,lognormal,144.9,0.15,lognormal,166.6,0.15,lognormal,250.0,0.09
-M.ERB.L.bur.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.0,lognormal,137.1,0.15,lognormal,159.9,0.16,normal,231.1,18.2
-M.ERB.L.bur.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,21.9,lognormal,149.9,0.15,normal,172.8,24.1,lognormal,250.0,0.07
-M.ERB.L.bur.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,22.6,lognormal,156.3,0.15,lognormal,178.9,0.15,lognormal,250.0,0.06
-M.ERB.L.bur.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,23.2,lognormal,159.2,0.15,lognormal,183.0,0.15,lognormal,250.0,0.06
-M.ERB.L.bur.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,21.0,lognormal,145.1,0.15,normal,165.3,22.1,lognormal,250.0,0.08
-M.ERB.L.bur.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,20.1,lognormal,137.1,0.15,lognormal,159.1,0.16,normal,232.0,16.6
-M.ERB.L.bur.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.3,lognormal,150.7,0.15,lognormal,173.4,0.15,lognormal,250.0,0.06
-M.ERB.L.bur.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,23.4,normal,155.9,20.5,lognormal,179.2,0.15,lognormal,250.0,0.06
-M.ERB.L.spm.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,12.4,normal,121.4,9.6,normal,131.7,9.0,lognormal,202.4,0.12
-M.ERB.L.spm.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,9.7,lognormal,97.3,0.09,normal,105.7,7.5,lognormal,175.2,0.19
-M.ERB.L.spm.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.5,lognormal,100.7,0.1,normal,113.3,9.9,lognormal,181.7,0.1
-M.ERB.L.spm.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,11.0,normal,106.0,8.9,normal,115.2,7.8,lognormal,187.0,0.18
-M.ERB.L.spm.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,11.7,normal,115.3,9.0,normal,124.7,7.6,lognormal,196.3,0.14
-M.ERB.L.spm.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,13.2,normal,125.8,9.5,normal,139.4,9.9,normal,220.4,17.2
-M.ERB.L.spm.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.5,normal,102.6,8.9,normal,112.8,8.2,normal,189.8,14.8
-M.ERB.L.spm.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.8,normal,106.7,10.4,normal,124.2,12.1,normal,181.4,17.8
-M.ERB.L.spm.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,11.6,normal,111.4,9.3,normal,122.4,8.4,normal,203.9,16.8
-M.ERB.L.spm.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,11.9,normal,121.0,10.2,normal,132.7,9.5,normal,217.6,20.1
-M.ERB.L.spm.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,13.2,normal,123.4,9.2,normal,135.1,9.0,normal,216.6,14.3
-M.ERB.L.spm.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,10.2,normal,100.0,8.7,lognormal,109.5,0.08,normal,189.7,16.1
-M.ERB.L.spm.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,11.0,normal,103.8,10.1,lognormal,119.0,0.1,lognormal,179.7,0.1
-M.ERB.L.spm.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,11.7,normal,108.9,9.0,normal,119.0,8.7,normal,200.6,16.0
-M.ERB.L.spm.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,12.5,normal,118.3,9.6,lognormal,128.5,0.07,normal,213.5,17.7
-M.ERB.L.spm.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,12.4,normal,121.4,9.7,normal,131.6,8.9,normal,201.0,21.2
-M.ERB.L.spm.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,9.9,lognormal,97.4,0.09,normal,105.7,7.5,lognormal,175.3,0.19
-M.ERB.L.spm.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.5,lognormal,100.8,0.1,normal,113.1,9.7,normal,189.6,15.4
-M.ERB.L.spm.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,11.0,normal,106.0,8.8,normal,115.0,7.5,lognormal,189.1,0.19
-M.ERB.L.spm.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,11.9,normal,115.4,9.0,normal,124.6,7.5,lognormal,194.1,0.14
-M.ERB.L.spm.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,13.0,normal,126.2,9.8,normal,139.6,10.1,normal,247.6,26.1
-M.ERB.L.spm.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.5,normal,102.5,8.9,normal,112.9,8.4,normal,205.0,18.2
-M.ERB.L.spm.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.1,11.6,normal,106.9,10.5,normal,124.5,12.2,lognormal,192.8,0.11
-M.ERB.L.spm.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,11.4,normal,111.5,9.5,normal,122.9,9.0,normal,216.8,18.1
-M.ERB.L.spm.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,12.3,normal,121.0,10.0,normal,132.5,9.4,normal,227.1,17.0
-M.ERB.L.spm.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,13.0,normal,123.7,9.6,normal,135.1,9.1,normal,220.7,14.1
-M.ERB.L.spm.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,10.1,normal,100.1,8.6,lognormal,109.6,0.08,normal,198.2,19.1
-M.ERB.L.spm.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,11.2,normal,103.8,10.0,lognormal,119.1,0.1,lognormal,189.3,0.1
-M.ERB.L.spm.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,11.7,normal,108.9,9.3,normal,119.1,8.6,normal,207.9,15.9
-M.ERB.L.spm.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,12.3,normal,118.2,9.6,lognormal,128.5,0.07,normal,222.3,18.6
-M.ERB.L.spm.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.0,14.4,normal,127.1,11.1,lognormal,140.3,0.09,lognormal,216.9,0.09
-M.ERB.L.spm.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,11.7,normal,104.3,10.4,lognormal,114.7,0.1,normal,188.5,21.1
-M.ERB.L.spm.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,12.7,lognormal,108.3,0.12,normal,122.6,13.1,normal,183.0,16.4
-M.ERB.L.spm.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,12.6,normal,113.0,10.7,normal,123.9,11.0,normal,200.5,20.3
-M.ERB.L.spm.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,13.0,normal,121.9,11.1,lognormal,134.1,0.1,lognormal,211.8,0.1
-M.ERB.L.spm.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,normal,132.9,12.8,normal,149.4,14.5,normal,233.5,22.9
-M.ERB.L.spm.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,12.7,lognormal,110.3,0.11,lognormal,122.8,0.11,lognormal,191.7,0.09
-M.ERB.L.spm.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.8,normal,114.2,13.0,lognormal,133.5,0.13,normal,187.7,21.2
-M.ERB.L.spm.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,13.3,lognormal,118.9,0.11,lognormal,132.8,0.1,normal,203.5,16.6
-M.ERB.L.spm.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,14.0,normal,127.1,11.7,normal,143.1,14.1,normal,218.1,19.4
-M.ERB.L.spm.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,14.6,normal,130.6,12.0,lognormal,146.0,0.1,normal,220.8,15.7
-M.ERB.L.spm.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.0,lognormal,107.5,0.11,lognormal,119.3,0.11,lognormal,193.4,0.09
-M.ERB.L.spm.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,13.7,normal,111.6,12.6,normal,129.0,14.9,lognormal,181.6,0.1
-M.ERB.L.spm.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,12.9,normal,115.9,11.2,lognormal,128.3,0.1,normal,202.5,17.5
-M.ERB.L.spm.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,13.8,normal,124.8,11.2,lognormal,138.8,0.1,normal,213.7,15.4
-M.ERB.L.spm.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,14.0,normal,127.2,11.1,lognormal,140.0,0.09,normal,218.2,18.5
-M.ERB.L.spm.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,11.6,normal,104.4,10.5,lognormal,114.5,0.1,normal,194.9,24.2
-M.ERB.L.spm.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,12.8,lognormal,108.3,0.12,normal,123.0,13.2,normal,192.1,17.3
-M.ERB.L.spm.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,12.5,normal,113.0,10.9,normal,124.2,11.0,normal,203.4,21.1
-M.ERB.L.spm.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,13.4,normal,122.4,11.5,normal,133.8,11.9,normal,217.7,23.0
-M.ERB.L.spm.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,14.6,lognormal,132.6,0.1,normal,149.3,13.9,normal,239.4,21.2
-M.ERB.L.spm.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,12.5,lognormal,110.3,0.11,normal,122.9,12.1,normal,204.4,18.1
-M.ERB.L.spm.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.9,normal,114.5,13.2,lognormal,134.3,0.13,normal,192.3,18.0
-M.ERB.L.spm.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,13.2,lognormal,119.0,0.11,lognormal,132.5,0.1,normal,211.8,14.5
-M.ERB.L.spm.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,14.5,normal,126.9,11.7,lognormal,143.2,0.1,normal,224.9,16.8
-M.ERB.L.spm.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,15.3,normal,130.6,12.0,lognormal,145.3,0.1,normal,236.4,17.3
-M.ERB.L.spm.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,12.1,lognormal,107.7,0.11,lognormal,119.3,0.11,normal,203.4,16.0
-M.ERB.L.spm.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,13.5,lognormal,111.5,0.12,lognormal,129.0,0.12,lognormal,191.9,0.11
-M.ERB.L.spm.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,12.8,normal,116.0,11.0,lognormal,128.4,0.1,normal,215.3,18.2
-M.ERB.L.spm.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,13.8,normal,124.8,11.3,lognormal,138.3,0.09,lognormal,225.0,0.08
-M.ERB.L.spm.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,14.8,normal,135.3,13.1,normal,151.8,14.1,normal,230.0,19.9
-M.ERB.L.spm.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,11.7,normal,111.9,10.6,normal,124.6,10.3,normal,191.6,15.6
-M.ERB.L.spm.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,14.4,normal,116.6,12.6,normal,132.8,13.5,lognormal,184.7,0.1
-M.ERB.L.spm.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,13.1,normal,121.1,11.5,lognormal,134.5,0.09,normal,204.1,16.0
-M.ERB.L.spm.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,14.3,normal,129.6,12.1,normal,145.6,13.2,normal,214.0,14.0
-M.ERB.L.spm.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,16.8,normal,140.5,15.2,normal,160.2,17.8,normal,232.5,23.5
-M.ERB.L.spm.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,13.2,normal,118.8,12.1,normal,134.8,12.7,normal,192.7,16.8
-M.ERB.L.spm.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.8,normal,121.6,14.9,lognormal,141.0,0.14,normal,190.3,20.3
-M.ERB.L.spm.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.4,normal,126.6,12.6,lognormal,145.2,0.11,normal,203.7,16.5
-M.ERB.L.spm.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.3,normal,135.8,14.4,normal,154.7,16.9,normal,213.3,15.8
-M.ERB.L.spm.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,15.5,normal,138.3,14.8,normal,156.1,15.8,normal,218.2,15.2
-M.ERB.L.spm.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,12.4,normal,115.2,11.0,lognormal,129.6,0.1,normal,192.7,15.6
-M.ERB.L.spm.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,15.2,normal,119.5,13.6,normal,138.4,16.5,normal,186.1,19.7
-M.ERB.L.spm.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,13.4,normal,123.6,12.1,normal,139.4,12.9,normal,204.2,17.8
-M.ERB.L.spm.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,15.1,normal,132.5,13.2,normal,150.1,14.7,normal,215.2,17.6
-M.ERB.L.spm.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,14.8,normal,135.2,12.8,normal,152.0,14.7,normal,235.6,18.8
-M.ERB.L.spm.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,11.9,normal,112.3,11.0,normal,124.5,10.2,normal,199.2,16.4
-M.ERB.L.spm.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.5,normal,116.7,12.7,normal,132.9,13.4,normal,193.8,17.7
-M.ERB.L.spm.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,13.1,lognormal,121.0,0.1,normal,134.7,11.9,lognormal,210.3,0.08
-M.ERB.L.spm.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,14.0,normal,129.9,12.5,normal,145.4,12.8,normal,218.7,13.2
-M.ERB.L.spm.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,16.8,normal,140.6,15.3,normal,159.9,17.2,lognormal,235.0,0.09
-M.ERB.L.spm.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.4,13.7,lognormal,118.8,0.11,normal,134.3,12.5,normal,204.9,18.2
-M.ERB.L.spm.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.8,normal,121.9,14.8,normal,141.5,17.9,normal,194.3,17.0
-M.ERB.L.spm.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.3,normal,126.5,12.5,normal,144.9,14.6,normal,212.3,16.1
-M.ERB.L.spm.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.5,normal,135.8,14.7,normal,154.6,16.9,normal,226.9,17.2
-M.ERB.L.spm.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,15.5,normal,138.3,14.5,normal,156.1,15.5,normal,231.9,16.8
-M.ERB.L.spm.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.7,normal,115.2,11.0,normal,129.4,11.8,normal,205.1,17.1
-M.ERB.L.spm.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,15.2,normal,119.2,13.7,lognormal,138.6,0.13,lognormal,189.8,0.09
-M.ERB.L.spm.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,13.8,normal,123.8,11.8,lognormal,139.9,0.1,normal,215.7,18.1
-M.ERB.L.spm.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,15.2,normal,132.7,13.2,normal,150.7,14.8,lognormal,230.0,0.09
-M.ERB.L.spm.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.1,lognormal,148.3,0.15,normal,166.1,21.7,lognormal,250.0,0.11
-M.ERB.L.spm.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.0,lognormal,133.6,0.15,lognormal,150.4,0.15,normal,206.3,16.0
-M.ERB.L.spm.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,19.2,lognormal,126.8,0.15,normal,141.7,18.1,lognormal,190.9,0.1
-M.ERB.L.spm.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,20.3,lognormal,138.7,0.15,lognormal,156.3,0.14,lognormal,220.0,0.09
-M.ERB.L.spm.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,21.5,lognormal,145.0,0.15,normal,162.3,21.6,lognormal,230.0,0.09
-M.ERB.L.spm.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,22.8,lognormal,148.8,0.15,lognormal,167.7,0.15,lognormal,250.0,0.07
-M.ERB.L.spm.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.1,lognormal,133.9,0.15,lognormal,152.4,0.16,lognormal,219.8,0.09
-M.ERB.L.spm.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.7,0.18,lognormal,126.8,0.15,lognormal,145.0,0.16,normal,197.1,15.5
-M.ERB.L.spm.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,20.2,lognormal,139.4,0.15,normal,158.5,22.0,normal,232.5,15.8
-M.ERB.L.spm.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.8,lognormal,144.7,0.15,normal,164.4,22.9,lognormal,250.0,0.09
-M.ERB.L.spm.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,22.1,lognormal,147.8,0.15,normal,167.1,23.1,lognormal,250.0,0.08
-M.ERB.L.spm.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,19.5,lognormal,133.6,0.15,lognormal,152.4,0.16,normal,209.8,14.3
-M.ERB.L.spm.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.7,0.18,lognormal,126.5,0.15,lognormal,143.8,0.15,normal,191.7,14.8
-M.ERB.L.spm.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,20.5,lognormal,139.6,0.15,lognormal,158.7,0.16,normal,227.0,17.0
-M.ERB.L.spm.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.6,0.18,lognormal,144.8,0.15,lognormal,164.8,0.16,normal,249.6,21.0
-M.ERB.L.spm.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.18,lognormal,148.3,0.16,normal,166.0,21.7,normal,249.6,20.9
-M.ERB.L.spm.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.0,lognormal,134.1,0.15,lognormal,150.2,0.14,normal,212.7,16.8
-M.ERB.L.spm.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,18.5,lognormal,126.4,0.15,normal,141.4,18.1,normal,194.8,16.1
-M.ERB.L.spm.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,20.3,lognormal,138.9,0.15,normal,155.7,20.3,normal,226.9,17.2
-M.ERB.L.spm.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,21.2,lognormal,143.9,0.15,lognormal,163.2,0.15,normal,248.8,23.1
-M.ERB.L.spm.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,22.5,lognormal,148.3,0.15,lognormal,167.4,0.15,lognormal,250.0,0.07
-M.ERB.L.spm.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.6,lognormal,133.8,0.15,lognormal,152.2,0.16,normal,222.1,17.4
-M.ERB.L.spm.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,18.9,lognormal,126.7,0.15,lognormal,144.5,0.15,normal,199.7,15.8
-M.ERB.L.spm.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,19.9,lognormal,138.5,0.15,lognormal,158.7,0.16,normal,235.8,18.4
-M.ERB.L.spm.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.5,lognormal,144.6,0.15,normal,164.1,22.9,lognormal,250.0,0.07
-M.ERB.L.spm.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,22.2,lognormal,148.5,0.16,lognormal,168.6,0.16,lognormal,250.0,0.06
-M.ERB.L.spm.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,19.8,lognormal,133.6,0.15,lognormal,152.3,0.16,normal,219.0,18.0
-M.ERB.L.spm.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.8,0.18,lognormal,127.5,0.16,lognormal,143.8,0.15,lognormal,194.7,0.08
-M.ERB.L.spm.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.7,lognormal,139.1,0.15,lognormal,158.1,0.15,lognormal,230.0,0.07
-M.ERB.L.spm.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,21.0,lognormal,144.8,0.15,normal,163.5,21.7,normal,250.3,19.3
-M.ERB.L.spm.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,20.6,lognormal,146.9,0.15,lognormal,167.6,0.16,normal,233.8,22.2
-M.ERB.L.spm.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,17.1,normal,130.8,15.9,normal,148.3,18.3,normal,199.2,19.3
-M.ERB.L.spm.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,17.8,lognormal,126.2,0.15,lognormal,143.5,0.15,normal,208.5,22.2
-M.ERB.L.spm.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,18.9,lognormal,137.7,0.14,lognormal,158.0,0.16,normal,208.3,18.1
-M.ERB.L.spm.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.9,lognormal,143.9,0.15,lognormal,163.6,0.15,normal,225.0,20.0
-M.ERB.L.spm.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,21.6,lognormal,147.7,0.15,normal,168.7,23.9,normal,248.1,24.9
-M.ERB.L.spm.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,18.6,normal,132.8,17.4,normal,151.1,20.0,lognormal,206.5,0.11
-M.ERB.L.spm.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,18.7,lognormal,127.1,0.15,lognormal,144.1,0.15,normal,221.7,26.1
-M.ERB.L.spm.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,19.7,lognormal,139.0,0.15,lognormal,157.6,0.15,normal,221.5,22.4
-M.ERB.L.spm.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,20.8,lognormal,143.9,0.15,lognormal,164.3,0.16,normal,234.1,21.6
-M.ERB.L.spm.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.5,normal,146.4,19.3,lognormal,167.8,0.16,normal,239.7,20.7
-M.ERB.L.spm.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,18.1,lognormal,131.6,0.14,lognormal,151.0,0.15,lognormal,202.7,0.12
-M.ERB.L.spm.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,18.4,lognormal,126.6,0.15,lognormal,144.1,0.15,normal,212.7,24.4
-M.ERB.L.spm.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,18.8,lognormal,137.6,0.14,lognormal,157.5,0.15,normal,210.5,16.8
-M.ERB.L.spm.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.9,lognormal,144.6,0.15,normal,164.0,22.7,normal,217.1,15.8
-M.ERB.L.spm.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,20.6,normal,146.2,19.0,lognormal,167.7,0.15,lognormal,250.0,0.11
-M.ERB.L.spm.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,17.2,normal,130.5,16.0,normal,149.0,18.5,normal,203.6,15.6
-M.ERB.L.spm.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,17.7,lognormal,126.2,0.15,lognormal,144.2,0.16,lognormal,222.2,0.15
-M.ERB.L.spm.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,18.8,normal,137.6,18.2,lognormal,156.6,0.15,normal,217.5,17.6
-M.ERB.L.spm.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.7,normal,143.5,18.9,normal,163.2,22.0,normal,247.5,26.6
-M.ERB.L.spm.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,21.7,lognormal,147.7,0.15,normal,167.3,22.5,normal,249.3,21.9
-M.ERB.L.spm.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,18.7,normal,132.5,17.6,lognormal,152.7,0.16,normal,211.6,19.5
-M.ERB.L.spm.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,18.6,lognormal,126.3,0.15,lognormal,144.2,0.15,normal,236.9,30.2
-M.ERB.L.spm.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,19.6,normal,138.5,18.6,lognormal,158.1,0.15,normal,217.9,16.3
-M.ERB.L.spm.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.5,lognormal,144.7,0.15,lognormal,163.3,0.15,lognormal,250.0,0.12
-M.ERB.L.spm.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,21.3,lognormal,148.5,0.16,lognormal,168.0,0.15,normal,249.1,22.4
-M.ERB.L.spm.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,18.4,lognormal,131.9,0.14,normal,150.8,19.9,lognormal,207.5,0.1
-M.ERB.L.spm.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,18.5,lognormal,126.4,0.15,lognormal,143.8,0.15,normal,227.8,30.8
-M.ERB.L.spm.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,19.1,lognormal,137.8,0.14,lognormal,157.5,0.15,normal,219.2,19.4
-M.ERB.L.spm.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,20.9,lognormal,145.1,0.15,normal,163.5,22.6,normal,242.7,25.4
-M.ERB.L.spm.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,20.6,normal,146.2,18.8,lognormal,167.2,0.15,normal,234.3,21.4
-M.ERB.L.spm.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,16.4,normal,129.1,15.6,normal,146.6,17.0,lognormal,197.7,0.1
-M.ERB.L.spm.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,17.8,normal,125.7,16.4,lognormal,144.1,0.16,normal,206.1,23.7
-M.ERB.L.spm.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,18.1,normal,136.3,16.7,lognormal,155.5,0.14,normal,209.4,18.9
-M.ERB.L.spm.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,19.5,lognormal,143.2,0.15,normal,163.6,22.2,normal,218.9,17.7
-M.ERB.L.spm.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,21.3,lognormal,147.5,0.15,lognormal,167.7,0.16,lognormal,250.0,0.12
-M.ERB.L.spm.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,18.3,normal,131.8,17.0,lognormal,151.7,0.15,normal,204.2,20.7
-M.ERB.L.spm.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,18.7,lognormal,126.8,0.15,lognormal,144.4,0.16,normal,215.8,23.7
-M.ERB.L.spm.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,19.9,normal,138.0,18.1,lognormal,157.6,0.16,normal,211.6,16.6
-M.ERB.L.spm.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,20.8,lognormal,144.6,0.15,lognormal,164.1,0.15,lognormal,227.4,0.1
-M.ERB.L.spm.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,20.8,lognormal,147.8,0.15,normal,165.5,21.6,normal,220.5,13.9
-M.ERB.L.spm.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,17.0,normal,130.5,16.3,normal,148.4,18.4,lognormal,199.4,0.11
-M.ERB.L.spm.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,17.8,lognormal,126.9,0.15,lognormal,143.8,0.15,normal,210.4,24.0
-M.ERB.L.spm.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,18.8,lognormal,137.5,0.14,lognormal,156.4,0.15,normal,207.3,16.6
-M.ERB.L.spm.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.5,20.5,lognormal,143.2,0.14,lognormal,163.6,0.15,normal,218.0,15.7
-M.ERB.L.spm.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,21.2,normal,146.6,18.9,lognormal,167.1,0.15,normal,236.9,16.5
-M.ERB.L.spm.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,16.4,normal,129.1,15.0,normal,146.9,17.4,normal,207.8,18.9
-M.ERB.L.spm.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,17.7,lognormal,126.3,0.15,lognormal,143.5,0.15,normal,216.6,26.5
-M.ERB.L.spm.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.7,normal,136.0,16.6,normal,155.7,20.3,normal,215.9,16.6
-M.ERB.L.spm.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,20.1,normal,143.0,18.5,normal,163.0,21.5,normal,224.8,16.8
-M.ERB.L.spm.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,21.0,normal,146.8,19.5,lognormal,167.1,0.15,normal,248.7,23.4
-M.ERB.L.spm.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,18.2,normal,131.6,16.8,lognormal,150.8,0.15,lognormal,215.4,0.12
-M.ERB.L.spm.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,18.9,lognormal,126.9,0.15,lognormal,144.9,0.16,normal,230.5,27.8
-M.ERB.L.spm.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,19.3,lognormal,138.3,0.15,lognormal,157.7,0.15,normal,217.5,16.6
-M.ERB.L.spm.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.2,lognormal,144.2,0.15,lognormal,164.8,0.15,normal,247.7,26.0
-M.ERB.L.spm.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,20.7,lognormal,147.0,0.15,lognormal,167.7,0.16,normal,249.0,22.5
-M.ERB.L.spm.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,17.5,normal,131.1,16.5,normal,148.7,18.5,normal,206.7,18.3
-M.ERB.L.spm.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,17.9,lognormal,126.0,0.15,lognormal,144.2,0.15,lognormal,217.8,0.13
-M.ERB.L.spm.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,18.7,normal,137.5,18.3,lognormal,157.1,0.15,normal,217.7,17.8
-M.ERB.L.spm.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,20.8,normal,143.6,19.0,normal,164.0,22.7,lognormal,250.0,0.13
-M.ERB.L.spm.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.0,normal,146.1,18.7,normal,165.5,21.7,normal,228.8,20.8
-M.ERB.L.spm.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,15.8,normal,127.7,14.0,normal,144.5,15.9,normal,192.2,16.4
-M.ERB.L.spm.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.1,lognormal,125.6,0.15,normal,142.6,18.7,normal,203.5,24.9
-M.ERB.L.spm.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.1,normal,135.5,16.5,normal,153.1,18.7,lognormal,204.6,0.09
-M.ERB.L.spm.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,19.5,normal,141.8,17.5,normal,161.9,21.1,normal,216.5,16.0
-M.ERB.L.spm.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,20.8,lognormal,147.7,0.15,normal,165.7,21.7,normal,222.3,13.6
-M.ERB.L.spm.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,17.3,normal,130.7,16.0,normal,150.0,19.5,lognormal,199.7,0.11
-M.ERB.L.spm.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.4,18.4,lognormal,126.7,0.15,lognormal,144.2,0.16,normal,215.5,26.0
-M.ERB.L.spm.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,18.9,lognormal,138.4,0.15,normal,157.2,21.5,normal,206.5,16.2
-M.ERB.L.spm.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,20.5,lognormal,143.4,0.14,lognormal,165.0,0.16,normal,224.9,20.1
-M.ERB.L.spm.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,20.2,lognormal,147.4,0.15,normal,166.9,22.4,normal,230.2,19.6
-M.ERB.L.spm.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,16.7,normal,129.5,15.1,normal,147.6,17.8,normal,194.7,17.2
-M.ERB.L.spm.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,17.7,lognormal,126.2,0.15,lognormal,143.5,0.15,normal,206.2,25.2
-M.ERB.L.spm.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,18.8,normal,136.2,16.8,normal,154.8,19.4,lognormal,204.6,0.09
-M.ERB.L.spm.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.6,lognormal,143.0,0.14,lognormal,163.7,0.16,normal,215.4,16.9
-M.ERB.L.spm.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,20.0,lognormal,146.5,0.14,normal,166.0,22.2,lognormal,245.0,0.1
-M.ERB.L.spm.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,16.1,normal,127.9,14.0,normal,145.1,15.9,lognormal,204.1,0.1
-M.ERB.L.spm.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.5,normal,125.5,16.6,lognormal,143.3,0.15,normal,211.3,24.9
-M.ERB.L.spm.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,17.2,normal,135.1,16.3,normal,153.7,18.7,lognormal,221.0,0.1
-M.ERB.L.spm.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.4,normal,141.8,17.7,normal,162.3,21.4,normal,220.7,14.6
-M.ERB.L.spm.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.0,lognormal,147.1,0.15,lognormal,167.4,0.15,normal,249.0,22.4
-M.ERB.L.spm.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,17.8,normal,131.0,16.3,normal,149.7,19.6,lognormal,205.6,0.1
-M.ERB.L.spm.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,18.1,lognormal,126.6,0.15,lognormal,144.9,0.16,normal,228.2,29.9
-M.ERB.L.spm.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,18.7,normal,137.1,17.5,lognormal,158.1,0.16,normal,216.7,18.7
-M.ERB.L.spm.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.2,20.1,lognormal,144.6,0.15,normal,164.5,22.8,normal,230.8,19.9
-M.ERB.L.spm.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,20.9,lognormal,146.5,0.14,lognormal,166.5,0.15,normal,243.7,23.0
-M.ERB.L.spm.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.1,17.0,normal,129.9,15.6,normal,148.3,18.2,normal,204.0,19.3
-M.ERB.L.spm.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,17.7,lognormal,126.3,0.15,lognormal,144.4,0.16,normal,213.4,24.4
-M.ERB.L.spm.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,18.1,normal,137.1,17.4,lognormal,156.0,0.14,normal,211.7,16.4
-M.ERB.L.spm.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,19.9,lognormal,143.7,0.14,lognormal,164.0,0.15,normal,225.6,16.5
-M.ERB.L.spm.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,21.5,lognormal,148.3,0.16,normal,168.7,24.4,lognormal,250.0,0.06
-M.ERB.L.spm.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,19.8,lognormal,134.1,0.15,lognormal,153.1,0.16,normal,234.6,20.6
-M.ERB.L.spm.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.2,lognormal,126.9,0.15,lognormal,144.4,0.15,normal,217.0,18.4
-M.ERB.L.spm.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,21.0,lognormal,139.5,0.15,lognormal,158.4,0.15,lognormal,250.0,0.11
-M.ERB.L.spm.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,22.0,lognormal,145.2,0.15,lognormal,164.7,0.16,normal,250.3,19.1
-M.ERB.L.spm.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.7,0.18,lognormal,149.0,0.16,lognormal,167.8,0.15,lognormal,250.0,0.08
-M.ERB.L.spm.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,20.6,lognormal,133.8,0.15,lognormal,151.9,0.15,normal,247.6,26.1
-M.ERB.L.spm.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.1,lognormal,127.2,0.15,lognormal,145.0,0.16,normal,218.9,16.3
-M.ERB.L.spm.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,20.3,lognormal,139.3,0.15,normal,158.6,22.0,normal,249.4,21.6
-M.ERB.L.spm.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,21.7,lognormal,144.7,0.15,normal,164.4,22.9,lognormal,250.0,0.07
-M.ERB.L.spm.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,22.0,lognormal,147.6,0.15,normal,166.9,23.0,lognormal,250.0,0.06
-M.ERB.L.spm.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,19.4,lognormal,133.6,0.15,lognormal,152.2,0.16,lognormal,250.0,0.12
-M.ERB.L.spm.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,19.2,lognormal,126.7,0.15,lognormal,145.0,0.16,lognormal,220.4,0.09
-M.ERB.L.spm.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,20.4,lognormal,138.8,0.15,lognormal,158.2,0.16,normal,249.9,20.3
-M.ERB.L.spm.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,21.5,lognormal,144.8,0.15,lognormal,164.6,0.16,lognormal,250.0,0.07
-M.ERB.L.spm.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.8,0.18,lognormal,147.8,0.15,lognormal,167.2,0.15,lognormal,250.0,0.06
-M.ERB.L.spm.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,19.9,lognormal,133.4,0.15,lognormal,152.8,0.16,lognormal,250.0,0.11
-M.ERB.L.spm.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,19.1,lognormal,126.7,0.15,lognormal,144.7,0.15,normal,222.9,17.1
-M.ERB.L.spm.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,20.3,normal,138.4,18.4,lognormal,158.8,0.16,lognormal,250.0,0.08
-M.ERB.L.spm.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,21.5,lognormal,144.1,0.15,lognormal,165.8,0.16,lognormal,250.0,0.06
-M.ERB.L.spm.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,22.4,lognormal,148.3,0.15,lognormal,167.5,0.15,lognormal,250.0,0.06
-M.ERB.L.spm.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.4,lognormal,134.0,0.15,lognormal,152.9,0.16,normal,250.0,20.0
-M.ERB.L.spm.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,18.8,lognormal,126.4,0.15,lognormal,144.2,0.15,normal,221.4,13.2
-M.ERB.L.spm.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,20.5,lognormal,138.9,0.15,lognormal,158.8,0.16,lognormal,250.0,0.09
-M.ERB.L.spm.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,21.6,lognormal,144.7,0.15,normal,164.0,22.7,lognormal,250.0,0.07
-M.ERB.L.spm.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,22.0,lognormal,148.6,0.16,lognormal,168.8,0.16,lognormal,250.0,0.06
-M.ERB.L.spm.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,19.6,lognormal,133.2,0.15,lognormal,151.9,0.15,lognormal,250.0,0.09
-M.ERB.L.spm.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,18.9,lognormal,126.3,0.15,lognormal,143.6,0.15,normal,222.5,14.9
-M.ERB.L.spm.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,20.6,lognormal,139.2,0.15,lognormal,158.1,0.15,lognormal,250.0,0.07
-M.ERB.L.spm.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,21.0,lognormal,145.1,0.16,normal,163.7,21.9,lognormal,250.0,0.06
-M.ERB.M.bur.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,13.7,normal,118.7,9.8,normal,136.2,8.2,normal,189.9,14.8
-M.ERB.M.bur.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,9.6,normal,96.2,8.2,normal,111.1,7.7,normal,166.2,13.4
-M.ERB.M.bur.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,10.2,normal,98.9,9.0,lognormal,120.4,0.09,normal,165.0,13.3
-M.ERB.M.bur.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,10.9,normal,104.4,8.5,lognormal,120.7,0.07,normal,176.4,14.5
-M.ERB.M.bur.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,12.4,normal,113.2,8.8,normal,129.9,8.3,lognormal,185.3,0.09
-M.ERB.M.bur.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.4,normal,123.2,10.5,lognormal,150.7,0.07,normal,198.7,16.1
-M.ERB.M.bur.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,10.5,normal,101.5,8.8,lognormal,121.2,0.08,normal,175.3,15.3
-M.ERB.M.bur.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,11.7,normal,105.0,10.0,lognormal,143.5,0.12,normal,170.3,13.9
-M.ERB.M.bur.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.3,normal,109.9,9.4,normal,130.4,9.3,lognormal,185.6,0.1
-M.ERB.M.bur.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,13.5,normal,118.5,10.1,normal,142.8,10.4,lognormal,195.1,0.1
-M.ERB.M.bur.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,14.4,normal,121.0,10.2,lognormal,143.4,0.07,normal,194.5,16.3
-M.ERB.M.bur.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,10.0,normal,98.5,8.4,normal,115.1,7.9,normal,172.7,15.8
-M.ERB.M.bur.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.9,lognormal,102.0,0.1,lognormal,129.4,0.1,normal,166.3,13.6
-M.ERB.M.bur.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,11.6,normal,106.9,8.9,normal,124.5,7.9,lognormal,181.0,0.09
-M.ERB.M.bur.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,13.7,normal,115.6,9.1,normal,135.7,9.0,lognormal,189.2,0.09
-M.ERB.M.bur.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,13.7,normal,118.7,9.8,normal,136.2,8.2,normal,189.9,14.8
-M.ERB.M.bur.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,9.6,normal,96.2,8.2,normal,111.1,7.7,normal,166.2,13.4
-M.ERB.M.bur.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,10.2,normal,98.9,9.0,lognormal,120.4,0.09,normal,165.0,13.3
-M.ERB.M.bur.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,10.9,normal,104.4,8.5,lognormal,120.7,0.07,normal,176.4,14.5
-M.ERB.M.bur.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,12.4,normal,113.2,8.8,normal,129.9,8.3,lognormal,185.3,0.09
-M.ERB.M.bur.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.4,normal,123.2,10.5,lognormal,150.7,0.07,normal,198.7,16.1
-M.ERB.M.bur.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,10.5,normal,101.5,8.8,lognormal,121.2,0.08,normal,175.3,15.3
-M.ERB.M.bur.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,11.7,normal,105.0,10.0,lognormal,143.5,0.12,normal,170.3,13.9
-M.ERB.M.bur.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.3,normal,109.9,9.4,normal,130.4,9.3,lognormal,185.6,0.1
-M.ERB.M.bur.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,13.5,normal,118.5,10.1,normal,142.8,10.4,lognormal,195.1,0.1
-M.ERB.M.bur.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,14.5,normal,121.2,10.4,lognormal,143.4,0.07,normal,196.9,15.8
-M.ERB.M.bur.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,10.1,normal,98.7,8.4,normal,115.0,7.8,normal,175.4,16.0
-M.ERB.M.bur.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.9,lognormal,102.2,0.1,lognormal,129.8,0.1,normal,168.1,13.4
-M.ERB.M.bur.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,11.5,normal,107.1,8.9,normal,124.5,8.0,normal,183.3,16.3
-M.ERB.M.bur.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,13.5,normal,115.6,9.2,normal,135.6,9.0,lognormal,191.2,0.09
-M.ERB.M.bur.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.0,normal,122.5,10.6,normal,143.6,11.7,lognormal,191.1,0.09
-M.ERB.M.bur.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.2,10.8,lognormal,101.4,0.1,lognormal,118.3,0.09,lognormal,171.3,0.1
-M.ERB.M.bur.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,12.0,normal,104.5,10.6,normal,126.1,10.4,lognormal,164.6,0.09
-M.ERB.M.bur.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.1,normal,109.5,9.9,normal,126.6,9.2,normal,178.2,14.3
-M.ERB.M.bur.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.2,normal,117.8,10.7,lognormal,136.8,0.08,normal,187.0,16.2
-M.ERB.M.bur.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,15.8,normal,126.8,12.3,lognormal,163.3,0.1,normal,196.6,16.4
-M.ERB.M.bur.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,11.9,normal,106.5,9.8,lognormal,131.2,0.1,normal,174.9,16.2
-M.ERB.M.bur.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,13.3,normal,110.7,11.7,normal,153.2,15.1,normal,169.7,13.6
-M.ERB.M.bur.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,13.0,normal,114.7,10.5,lognormal,143.0,0.11,normal,180.9,14.4
-M.ERB.M.bur.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.5,normal,122.5,11.2,normal,155.5,13.8,lognormal,190.3,0.09
-M.ERB.M.bur.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,14.6,normal,124.8,11.6,normal,153.6,12.1,lognormal,194.3,0.1
-M.ERB.M.bur.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,11.4,normal,104.0,9.7,normal,123.5,10.6,normal,172.0,15.4
-M.ERB.M.bur.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,12.5,normal,108.0,11.6,normal,140.6,14.9,normal,165.8,13.6
-M.ERB.M.bur.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,12.5,normal,112.2,10.2,lognormal,134.2,0.09,normal,179.9,15.5
-M.ERB.M.bur.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,14.1,normal,120.2,11.2,normal,146.0,12.7,lognormal,189.5,0.1
-M.ERB.M.bur.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.0,normal,122.5,10.6,normal,143.6,11.7,lognormal,191.1,0.09
-M.ERB.M.bur.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.2,10.8,lognormal,101.4,0.1,lognormal,118.3,0.09,lognormal,171.3,0.1
-M.ERB.M.bur.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,12.0,normal,104.5,10.6,normal,126.1,10.4,lognormal,164.6,0.09
-M.ERB.M.bur.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.1,normal,109.5,9.9,normal,126.6,9.2,normal,178.2,14.3
-M.ERB.M.bur.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.2,normal,117.8,10.7,lognormal,136.8,0.08,normal,187.0,16.2
-M.ERB.M.bur.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,16.1,normal,127.0,12.4,normal,161.4,13.3,normal,199.3,17.2
-M.ERB.M.bur.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,11.9,normal,106.8,10.1,lognormal,131.1,0.1,normal,176.9,16.1
-M.ERB.M.bur.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,13.2,lognormal,111.2,0.12,normal,153.6,15.4,normal,171.5,14.1
-M.ERB.M.bur.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,13.0,normal,114.7,10.6,normal,143.3,14.2,lognormal,186.7,0.1
-M.ERB.M.bur.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,15.0,normal,122.7,11.6,normal,155.1,14.1,normal,193.9,16.5
-M.ERB.M.bur.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,14.8,normal,124.6,11.2,normal,153.5,12.4,normal,195.2,17.0
-M.ERB.M.bur.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,11.2,normal,103.8,9.7,normal,123.4,10.6,normal,174.1,15.5
-M.ERB.M.bur.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,12.6,lognormal,107.9,0.11,lognormal,141.4,0.12,lognormal,167.6,0.09
-M.ERB.M.bur.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,12.2,lognormal,112.4,0.1,lognormal,133.6,0.09,lognormal,182.6,0.1
-M.ERB.M.bur.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,14.3,normal,120.3,11.1,normal,146.4,12.8,normal,190.7,16.9
-M.ERB.M.bur.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,14.9,normal,126.0,11.8,normal,149.1,12.2,lognormal,190.8,0.09
-M.ERB.M.bur.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,10.9,normal,105.6,9.5,normal,123.8,9.4,normal,170.7,15.3
-M.ERB.M.bur.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,13.2,lognormal,110.0,0.11,lognormal,132.0,0.09,normal,164.0,13.4
-M.ERB.M.bur.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,12.2,normal,113.7,9.8,lognormal,133.3,0.08,normal,178.3,14.8
-M.ERB.M.bur.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.1,normal,121.9,11.4,normal,143.6,11.7,normal,186.8,16.3
-M.ERB.M.bur.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,16.3,normal,130.3,14.4,normal,172.6,14.1,lognormal,196.0,0.1
-M.ERB.M.bur.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,12.6,normal,112.2,10.9,normal,139.7,12.5,normal,172.8,15.6
-M.ERB.M.bur.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,14.4,normal,115.9,13.0,normal,156.5,12.8,lognormal,169.4,0.09
-M.ERB.M.bur.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.9,normal,119.8,12.1,lognormal,151.9,0.09,lognormal,181.3,0.1
-M.ERB.M.bur.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,15.9,normal,126.4,12.8,lognormal,164.3,0.09,normal,190.2,17.0
-M.ERB.M.bur.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,16.3,normal,128.3,13.1,normal,161.5,11.9,lognormal,192.1,0.09
-M.ERB.M.bur.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,11.5,lognormal,108.6,0.1,lognormal,131.0,0.09,lognormal,171.1,0.1
-M.ERB.M.bur.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,13.8,normal,112.8,12.1,lognormal,147.3,0.1,normal,165.5,13.9
-M.ERB.M.bur.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,13.1,normal,116.3,10.6,lognormal,142.8,0.09,normal,178.3,15.6
-M.ERB.M.bur.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,14.5,normal,123.7,11.9,normal,154.7,12.1,lognormal,185.9,0.09
-M.ERB.M.bur.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,14.9,normal,126.0,11.8,normal,149.1,12.2,lognormal,190.8,0.09
-M.ERB.M.bur.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,10.9,normal,105.6,9.5,normal,123.8,9.4,normal,170.7,15.3
-M.ERB.M.bur.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,13.2,lognormal,110.0,0.11,lognormal,132.0,0.09,normal,164.0,13.4
-M.ERB.M.bur.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,12.2,normal,113.7,9.8,lognormal,133.3,0.08,normal,178.3,14.8
-M.ERB.M.bur.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.1,normal,121.9,11.4,normal,143.6,11.7,normal,186.8,16.3
-M.ERB.M.bur.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,16.6,normal,130.2,14.1,normal,173.2,14.1,normal,196.0,15.8
-M.ERB.M.bur.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,12.8,normal,112.4,11.0,normal,139.9,12.8,lognormal,174.7,0.1
-M.ERB.M.bur.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,14.6,normal,115.6,12.7,normal,157.2,13.0,normal,170.8,14.4
-M.ERB.M.bur.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,13.6,normal,119.6,11.7,normal,152.1,12.5,lognormal,183.6,0.1
-M.ERB.M.bur.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,15.5,normal,126.4,12.9,lognormal,164.2,0.09,lognormal,193.7,0.1
-M.ERB.M.bur.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,16.3,normal,128.3,13.1,normal,161.5,11.9,lognormal,192.1,0.09
-M.ERB.M.bur.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,11.5,lognormal,108.6,0.1,lognormal,131.0,0.09,lognormal,171.1,0.1
-M.ERB.M.bur.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,13.8,normal,112.8,12.1,lognormal,147.3,0.1,normal,165.5,13.9
-M.ERB.M.bur.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,13.1,normal,116.3,10.6,lognormal,142.8,0.09,normal,178.3,15.6
-M.ERB.M.bur.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,14.5,normal,123.7,11.9,normal,154.7,12.1,lognormal,185.9,0.09
-M.ERB.M.bur.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.7,lognormal,134.0,0.14,lognormal,162.7,0.13,normal,197.2,18.0
-M.ERB.M.bur.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.8,normal,124.7,15.4,lognormal,151.4,0.13,normal,176.8,13.9
-M.ERB.M.bur.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.6,lognormal,121.1,0.14,lognormal,143.3,0.12,normal,166.5,13.5
-M.ERB.M.bur.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,128.5,0.14,lognormal,155.6,0.13,normal,185.9,16.3
-M.ERB.M.bur.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.5,normal,131.4,16.0,lognormal,159.1,0.12,normal,191.6,16.8
-M.ERB.M.bur.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,19.4,lognormal,134.8,0.14,normal,199.3,19.5,normal,206.8,16.4
-M.ERB.M.bur.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.1,lognormal,126.6,0.14,normal,176.9,13.1,normal,183.5,13.2
-M.ERB.M.bur.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,17.3,lognormal,123.0,0.15,lognormal,165.3,0.08,lognormal,171.4,0.08
-M.ERB.M.bur.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.0,lognormal,129.8,0.14,normal,184.7,14.5,lognormal,192.6,0.08
-M.ERB.M.bur.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,19.1,lognormal,133.2,0.14,lognormal,193.7,0.1,normal,204.0,17.9
-M.ERB.M.bur.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.4,lognormal,135.7,0.15,normal,195.6,16.8,lognormal,202.8,0.08
-M.ERB.M.bur.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,18.2,lognormal,126.3,0.15,normal,173.5,12.6,normal,179.8,13.0
-M.ERB.M.bur.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.5,normal,121.9,15.8,normal,162.5,11.4,normal,168.8,12.3
-M.ERB.M.bur.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.2,lognormal,130.1,0.15,normal,182.7,14.4,normal,188.9,14.0
-M.ERB.M.bur.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.4,lognormal,133.7,0.15,normal,190.4,15.3,normal,196.5,14.1
-M.ERB.M.bur.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.7,lognormal,134.0,0.14,lognormal,162.7,0.13,normal,197.2,18.0
-M.ERB.M.bur.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.8,normal,124.7,15.4,lognormal,151.4,0.13,normal,176.8,13.9
-M.ERB.M.bur.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.6,lognormal,121.1,0.14,lognormal,143.3,0.12,normal,166.5,13.5
-M.ERB.M.bur.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,128.5,0.14,lognormal,155.6,0.13,normal,185.9,16.3
-M.ERB.M.bur.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.5,normal,131.4,16.0,lognormal,159.1,0.12,normal,191.6,16.8
-M.ERB.M.bur.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.2,lognormal,136.1,0.15,normal,200.7,18.5,normal,208.2,16.5
-M.ERB.M.bur.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,18.0,lognormal,126.9,0.15,normal,179.4,14.2,lognormal,185.4,0.08
-M.ERB.M.bur.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,18.0,lognormal,122.7,0.15,normal,167.0,12.2,normal,172.8,13.5
-M.ERB.M.bur.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,130.0,0.14,normal,186.9,14.8,normal,193.5,14.4
-M.ERB.M.bur.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,18.8,lognormal,133.5,0.15,normal,196.9,18.0,normal,203.6,16.0
-M.ERB.M.bur.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.4,lognormal,135.7,0.15,normal,195.6,16.8,lognormal,202.8,0.08
-M.ERB.M.bur.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,18.2,lognormal,126.3,0.15,normal,173.5,12.6,normal,179.8,13.0
-M.ERB.M.bur.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.5,normal,121.9,15.8,normal,162.5,11.4,normal,168.8,12.3
-M.ERB.M.bur.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.2,lognormal,130.1,0.15,normal,182.7,14.4,normal,188.9,14.0
-M.ERB.M.bur.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.4,lognormal,133.7,0.15,normal,190.4,15.3,normal,196.5,14.1
-M.ERB.M.bur.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.7,lognormal,135.2,0.14,normal,190.3,15.1,lognormal,203.0,0.09
-M.ERB.M.bur.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,16.4,normal,123.3,14.6,normal,160.2,11.6,lognormal,183.4,0.1
-M.ERB.M.bur.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.7,lognormal,121.8,0.14,lognormal,173.5,0.1,lognormal,189.5,0.11
-M.ERB.M.bur.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,17.7,normal,128.7,16.4,normal,172.8,13.2,normal,192.5,18.8
-M.ERB.M.bur.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.4,lognormal,132.7,0.14,lognormal,183.3,0.08,normal,199.3,17.4
-M.ERB.M.bur.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.0,lognormal,134.5,0.14,lognormal,197.5,0.1,normal,207.5,17.5
-M.ERB.M.bur.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,17.1,lognormal,126.1,0.14,normal,178.0,16.6,normal,191.9,20.8
-M.ERB.M.bur.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,17.3,lognormal,122.5,0.15,lognormal,182.8,0.12,normal,194.0,20.7
-M.ERB.M.bur.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.3,lognormal,130.2,0.15,lognormal,187.3,0.1,normal,196.4,17.1
-M.ERB.M.bur.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,19.3,lognormal,133.7,0.15,normal,195.3,18.9,lognormal,206.3,0.1
-M.ERB.M.bur.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,18.8,lognormal,135.4,0.14,normal,196.4,17.5,normal,205.8,16.8
-M.ERB.M.bur.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,16.7,normal,124.5,15.2,lognormal,169.2,0.09,lognormal,187.1,0.12
-M.ERB.M.bur.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,16.8,normal,121.7,15.9,lognormal,179.7,0.11,normal,190.7,18.9
-M.ERB.M.bur.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.2,lognormal,129.3,0.14,normal,178.1,14.2,normal,193.7,18.9
-M.ERB.M.bur.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,18.6,lognormal,133.0,0.14,normal,190.1,15.5,normal,202.2,17.9
-M.ERB.M.bur.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.7,lognormal,135.2,0.14,normal,190.3,15.1,lognormal,203.0,0.09
-M.ERB.M.bur.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,16.4,normal,123.3,14.6,normal,160.2,11.6,lognormal,183.4,0.1
-M.ERB.M.bur.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.7,lognormal,121.8,0.14,lognormal,173.5,0.1,lognormal,189.5,0.11
-M.ERB.M.bur.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,17.7,normal,128.7,16.4,normal,172.8,13.2,normal,192.5,18.8
-M.ERB.M.bur.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.4,lognormal,132.7,0.14,lognormal,183.3,0.08,normal,199.3,17.4
-M.ERB.M.bur.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.0,lognormal,134.5,0.14,lognormal,197.5,0.1,normal,207.5,17.5
-M.ERB.M.bur.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,17.1,lognormal,126.1,0.14,normal,178.0,16.6,normal,191.9,20.8
-M.ERB.M.bur.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,17.3,lognormal,122.5,0.15,lognormal,182.8,0.12,normal,194.0,20.7
-M.ERB.M.bur.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.3,lognormal,130.2,0.15,lognormal,187.3,0.1,normal,196.4,17.1
-M.ERB.M.bur.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,19.3,lognormal,133.7,0.15,normal,195.3,18.9,lognormal,206.3,0.1
-M.ERB.M.bur.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.2,lognormal,135.0,0.14,normal,196.0,17.8,normal,206.4,17.0
-M.ERB.M.bur.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.8,normal,123.9,14.3,lognormal,171.6,0.1,lognormal,187.6,0.1
-M.ERB.M.bur.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,16.8,lognormal,121.8,0.14,lognormal,180.6,0.11,lognormal,193.3,0.11
-M.ERB.M.bur.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,17.8,lognormal,129.2,0.14,normal,179.6,13.8,normal,194.9,17.6
-M.ERB.M.bur.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,18.8,lognormal,133.1,0.14,normal,191.1,16.8,normal,203.5,18.4
-M.ERB.M.bur.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,19.2,lognormal,135.0,0.14,lognormal,187.0,0.09,normal,201.6,17.3
-M.ERB.M.bur.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,16.0,normal,121.9,13.4,normal,156.0,11.7,normal,180.7,17.5
-M.ERB.M.bur.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,16.6,lognormal,121.3,0.14,lognormal,170.3,0.1,lognormal,189.1,0.12
-M.ERB.M.bur.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.3,normal,127.3,14.9,lognormal,169.3,0.09,normal,189.6,18.1
-M.ERB.M.bur.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.2,normal,132.0,16.2,normal,179.4,13.4,normal,196.1,16.7
-M.ERB.M.bur.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.9,lognormal,135.7,0.15,lognormal,195.7,0.09,normal,207.9,18.0
-M.ERB.M.bur.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,16.7,normal,124.7,15.3,lognormal,173.4,0.1,normal,189.2,19.2
-M.ERB.M.bur.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,16.9,lognormal,122.0,0.14,lognormal,180.2,0.11,normal,193.2,20.4
-M.ERB.M.bur.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.2,lognormal,129.7,0.14,lognormal,183.3,0.1,normal,194.6,17.3
-M.ERB.M.bur.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.9,lognormal,133.3,0.14,normal,191.7,17.3,normal,201.3,16.6
-M.ERB.M.bur.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,18.7,lognormal,135.3,0.15,normal,191.8,15.6,lognormal,203.6,0.1
-M.ERB.M.bur.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.4,normal,123.4,14.2,lognormal,163.7,0.09,lognormal,183.1,0.11
-M.ERB.M.bur.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.2,16.5,lognormal,121.6,0.14,normal,176.5,16.6,lognormal,189.7,0.11
-M.ERB.M.bur.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.6,normal,128.2,15.9,normal,175.3,14.3,normal,192.5,18.6
-M.ERB.M.bur.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,19.2,lognormal,133.2,0.14,lognormal,187.1,0.09,normal,201.3,18.2
-M.ERB.M.bur.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,19.2,lognormal,135.0,0.14,lognormal,187.0,0.09,normal,201.6,17.3
-M.ERB.M.bur.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,16.0,normal,121.9,13.4,normal,156.0,11.7,normal,180.7,17.5
-M.ERB.M.bur.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,16.6,lognormal,121.3,0.14,lognormal,170.3,0.1,lognormal,189.1,0.12
-M.ERB.M.bur.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.3,normal,127.3,14.9,lognormal,169.3,0.09,normal,189.6,18.1
-M.ERB.M.bur.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.2,normal,132.0,16.2,normal,179.4,13.4,normal,196.1,16.7
-M.ERB.M.bur.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.2,normal,135.2,17.8,normal,197.7,17.9,normal,207.1,16.6
-M.ERB.M.bur.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.8,normal,124.7,14.9,normal,174.0,15.4,lognormal,189.9,0.11
-M.ERB.M.bur.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,17.0,lognormal,122.4,0.15,normal,183.1,19.0,lognormal,195.2,0.12
-M.ERB.M.bur.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.6,lognormal,129.5,0.14,lognormal,183.6,0.09,lognormal,197.0,0.1
-M.ERB.M.bur.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.5,lognormal,134.0,0.15,lognormal,193.8,0.1,normal,203.2,18.1
-M.ERB.M.bur.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.9,lognormal,135.1,0.14,normal,194.3,17.2,normal,205.9,17.7
-M.ERB.M.bur.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,16.6,normal,123.1,14.0,lognormal,165.1,0.1,lognormal,184.9,0.11
-M.ERB.M.bur.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,16.9,lognormal,121.9,0.14,lognormal,179.5,0.11,normal,193.3,20.7
-M.ERB.M.bur.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.4,lognormal,128.7,0.14,normal,175.4,13.0,normal,192.9,17.8
-M.ERB.M.bur.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.7,lognormal,132.6,0.14,lognormal,189.0,0.09,normal,200.6,17.0
-M.ERB.M.bur.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,19.0,lognormal,135.7,0.15,lognormal,184.2,0.08,normal,200.0,17.3
-M.ERB.M.bur.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,15.2,normal,121.1,13.0,normal,152.5,11.0,normal,178.2,17.2
-M.ERB.M.bur.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,16.3,lognormal,121.0,0.14,lognormal,168.0,0.1,normal,186.2,19.3
-M.ERB.M.bur.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.2,normal,127.0,14.7,lognormal,165.0,0.08,lognormal,187.8,0.1
-M.ERB.M.bur.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,18.0,normal,131.1,15.6,normal,176.1,11.7,normal,193.7,15.3
-M.ERB.M.bur.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,18.9,lognormal,135.3,0.14,normal,195.2,16.9,lognormal,205.6,0.09
-M.ERB.M.bur.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.9,normal,124.1,14.6,lognormal,170.4,0.1,normal,184.7,18.0
-M.ERB.M.bur.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,16.8,lognormal,121.9,0.14,lognormal,181.1,0.12,normal,192.2,20.4
-M.ERB.M.bur.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.3,lognormal,129.1,0.14,normal,178.7,13.9,lognormal,193.6,0.1
-M.ERB.M.bur.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.7,lognormal,133.3,0.15,lognormal,192.0,0.1,lognormal,203.6,0.1
-M.ERB.M.bur.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.1,lognormal,134.4,0.13,normal,189.6,15.4,normal,201.5,17.4
-M.ERB.M.bur.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,16.3,normal,122.9,14.0,normal,158.4,11.8,normal,179.0,17.0
-M.ERB.M.bur.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.6,normal,121.3,15.8,lognormal,174.4,0.11,normal,189.7,21.7
-M.ERB.M.bur.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,normal,128.2,15.7,normal,172.0,14.2,lognormal,187.6,0.1
-M.ERB.M.bur.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.5,lognormal,133.0,0.14,lognormal,183.1,0.08,normal,198.9,18.1
-M.ERB.M.bur.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,19.0,lognormal,135.7,0.15,lognormal,184.2,0.08,normal,200.0,17.3
-M.ERB.M.bur.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,15.2,normal,121.1,13.0,normal,152.5,11.0,normal,178.2,17.2
-M.ERB.M.bur.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,16.3,lognormal,121.0,0.14,lognormal,168.0,0.1,normal,186.2,19.3
-M.ERB.M.bur.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.2,normal,127.0,14.7,lognormal,165.0,0.08,lognormal,187.8,0.1
-M.ERB.M.bur.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,18.0,normal,131.1,15.6,normal,176.1,11.7,normal,193.7,15.3
-M.ERB.M.bur.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.1,lognormal,135.5,0.15,normal,196.9,17.4,lognormal,212.5,0.11
-M.ERB.M.bur.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,16.8,normal,124.0,14.8,normal,170.8,15.3,lognormal,188.6,0.12
-M.ERB.M.bur.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.6,lognormal,121.6,0.14,lognormal,182.6,0.12,normal,192.2,20.1
-M.ERB.M.bur.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,17.5,lognormal,129.1,0.14,normal,179.7,13.8,normal,195.8,18.3
-M.ERB.M.bur.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.0,lognormal,132.8,0.14,lognormal,191.2,0.09,lognormal,204.1,0.1
-M.ERB.M.bur.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.1,lognormal,134.4,0.13,normal,189.6,15.4,normal,201.5,17.4
-M.ERB.M.bur.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,16.3,normal,122.9,14.0,normal,158.4,11.8,normal,179.0,17.0
-M.ERB.M.bur.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.6,normal,121.3,15.8,lognormal,174.4,0.11,normal,189.7,21.7
-M.ERB.M.bur.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,normal,128.2,15.7,normal,172.0,14.2,lognormal,187.6,0.1
-M.ERB.M.bur.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.5,lognormal,133.0,0.14,lognormal,183.1,0.08,normal,198.9,18.1
-M.ERB.M.bur.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,19.0,lognormal,135.0,0.14,lognormal,202.2,0.12,normal,213.2,19.8
-M.ERB.M.bur.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.6,normal,126.3,16.5,lognormal,189.1,0.11,lognormal,201.3,0.11
-M.ERB.M.bur.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.3,lognormal,122.1,0.14,lognormal,183.2,0.12,lognormal,194.6,0.11
-M.ERB.M.bur.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,129.9,0.14,normal,192.8,18.9,normal,205.6,19.5
-M.ERB.M.bur.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,18.7,lognormal,133.3,0.14,lognormal,198.2,0.11,normal,207.9,18.3
-M.ERB.M.bur.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.1,lognormal,134.7,0.14,lognormal,203.5,0.12,normal,212.2,17.1
-M.ERB.M.bur.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.0,lognormal,126.5,0.14,lognormal,188.6,0.11,normal,202.3,19.8
-M.ERB.M.bur.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,17.2,lognormal,122.1,0.14,lognormal,182.5,0.11,lognormal,196.9,0.11
-M.ERB.M.bur.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.9,lognormal,129.8,0.15,lognormal,194.2,0.11,lognormal,207.3,0.1
-M.ERB.M.bur.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,18.8,lognormal,133.0,0.14,lognormal,201.4,0.11,normal,209.7,16.9
-M.ERB.M.bur.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.7,lognormal,135.8,0.15,normal,204.9,23.1,normal,217.6,21.6
-M.ERB.M.bur.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.9,lognormal,126.2,0.14,lognormal,190.9,0.12,lognormal,202.0,0.1
-M.ERB.M.bur.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,17.4,lognormal,122.6,0.15,lognormal,185.0,0.12,normal,196.6,18.7
-M.ERB.M.bur.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.4,lognormal,129.9,0.14,normal,194.8,19.3,lognormal,207.1,0.1
-M.ERB.M.bur.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.9,lognormal,133.7,0.15,normal,200.8,21.2,lognormal,212.2,0.1
-M.ERB.M.bur.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,19.0,lognormal,135.0,0.14,lognormal,202.2,0.12,normal,213.2,19.8
-M.ERB.M.bur.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.6,normal,126.3,16.5,lognormal,189.1,0.11,lognormal,201.3,0.11
-M.ERB.M.bur.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.3,lognormal,122.1,0.14,lognormal,183.2,0.12,lognormal,194.6,0.11
-M.ERB.M.bur.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,129.9,0.14,normal,192.8,18.9,normal,205.6,19.5
-M.ERB.M.bur.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,18.7,lognormal,133.3,0.14,lognormal,198.2,0.11,normal,207.9,18.3
-M.ERB.M.bur.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,19.7,lognormal,135.9,0.14,lognormal,204.6,0.11,normal,212.9,16.6
-M.ERB.M.bur.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.8,lognormal,126.5,0.15,lognormal,191.4,0.12,lognormal,203.6,0.11
-M.ERB.M.bur.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,17.3,lognormal,122.3,0.14,normal,184.7,18.8,lognormal,196.3,0.1
-M.ERB.M.bur.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.7,lognormal,129.7,0.14,lognormal,197.4,0.12,normal,207.7,19.9
-M.ERB.M.bur.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.0,lognormal,133.6,0.15,normal,201.4,21.1,normal,211.2,18.4
-M.ERB.M.bur.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.7,lognormal,135.8,0.15,normal,204.9,23.1,normal,217.6,21.6
-M.ERB.M.bur.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.9,lognormal,126.2,0.14,lognormal,190.9,0.12,lognormal,202.0,0.1
-M.ERB.M.bur.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,17.4,lognormal,122.6,0.15,lognormal,185.0,0.12,normal,196.6,18.7
-M.ERB.M.bur.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.4,lognormal,129.9,0.14,normal,194.8,19.3,lognormal,207.1,0.1
-M.ERB.M.bur.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.9,lognormal,133.7,0.15,normal,200.8,21.2,lognormal,212.2,0.1
-M.ERB.M.spm.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.6,normal,115.6,11.4,normal,136.4,8.3,normal,189.8,14.8
-M.ERB.M.spm.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.4,9.6,normal,95.6,8.2,normal,111.2,7.9,lognormal,167.4,0.09
-M.ERB.M.spm.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.5,10.4,normal,97.7,9.1,lognormal,120.6,0.09,normal,164.7,13.3
-M.ERB.M.spm.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,11.0,normal,103.2,8.7,lognormal,120.8,0.07,normal,175.9,13.5
-M.ERB.M.spm.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,12.7,normal,111.4,10.3,normal,130.1,8.2,lognormal,184.6,0.08
-M.ERB.M.spm.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.0,normal,119.0,13.0,normal,151.1,10.4,lognormal,199.5,0.1
-M.ERB.M.spm.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,10.4,normal,100.2,8.8,lognormal,121.1,0.08,normal,176.4,16.5
-M.ERB.M.spm.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,94.2,11.5,lognormal,102.7,0.11,lognormal,143.7,0.12,lognormal,170.5,0.09
-M.ERB.M.spm.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,12.2,normal,107.8,9.8,normal,130.6,9.3,normal,184.4,16.7
-M.ERB.M.spm.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,14.1,normal,114.9,11.7,normal,142.9,10.3,normal,193.6,16.9
-M.ERB.M.spm.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,14.3,normal,117.5,12.1,lognormal,143.6,0.07,normal,195.4,16.6
-M.ERB.M.spm.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,9.9,normal,97.8,8.5,normal,114.9,7.8,normal,172.6,15.3
-M.ERB.M.spm.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,10.9,lognormal,100.0,0.1,lognormal,129.6,0.1,normal,166.0,13.2
-M.ERB.M.spm.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.4,normal,105.3,9.2,normal,124.5,7.8,normal,180.9,15.2
-M.ERB.M.spm.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,13.4,normal,113.1,10.8,normal,135.6,8.9,lognormal,189.4,0.09
-M.ERB.M.spm.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,14.1,normal,115.8,11.3,normal,136.3,8.4,normal,191.4,15.6
-M.ERB.M.spm.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.4,9.5,normal,95.6,8.2,normal,111.2,7.8,lognormal,169.1,0.1
-M.ERB.M.spm.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.4,10.3,normal,97.6,9.1,lognormal,120.4,0.09,normal,166.5,13.4
-M.ERB.M.spm.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,11.0,normal,103.3,8.8,lognormal,120.9,0.07,normal,177.8,14.5
-M.ERB.M.spm.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,12.5,normal,111.4,10.2,lognormal,129.9,0.07,lognormal,186.9,0.09
-M.ERB.M.spm.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,14.8,normal,118.8,12.8,normal,150.6,10.3,lognormal,202.2,0.1
-M.ERB.M.spm.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,10.4,normal,100.3,8.7,lognormal,121.1,0.08,normal,177.8,16.4
-M.ERB.M.spm.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,11.5,normal,102.4,10.2,lognormal,143.8,0.13,normal,170.7,13.6
-M.ERB.M.spm.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.2,normal,107.9,10.0,normal,130.4,9.4,lognormal,187.0,0.1
-M.ERB.M.spm.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.0,normal,115.0,11.6,lognormal,143.3,0.08,lognormal,194.3,0.09
-M.ERB.M.spm.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,14.2,normal,117.2,12.4,normal,143.9,10.0,normal,196.8,16.8
-M.ERB.M.spm.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,9.9,normal,97.8,8.5,normal,114.9,7.8,normal,172.6,15.3
-M.ERB.M.spm.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,10.9,normal,99.9,9.6,lognormal,129.4,0.1,normal,168.0,13.8
-M.ERB.M.spm.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,11.5,normal,105.5,9.3,normal,124.4,7.9,normal,182.7,15.2
-M.ERB.M.spm.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,13.1,normal,113.0,10.7,normal,135.7,8.9,lognormal,191.7,0.09
-M.ERB.M.spm.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,14.3,normal,118.2,12.6,lognormal,143.4,0.08,normal,192.9,16.5
-M.ERB.M.spm.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,10.6,lognormal,99.9,0.1,lognormal,118.2,0.09,lognormal,169.5,0.09
-M.ERB.M.spm.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.9,11.6,lognormal,102.0,0.11,normal,125.9,10.5,lognormal,165.5,0.09
-M.ERB.M.spm.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,12.0,normal,107.1,10.0,normal,126.3,9.1,lognormal,178.9,0.09
-M.ERB.M.spm.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,13.7,normal,114.3,11.5,lognormal,136.8,0.08,lognormal,185.1,0.08
-M.ERB.M.spm.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,15.9,normal,120.9,14.5,normal,163.6,14.5,normal,198.0,17.9
-M.ERB.M.spm.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,11.8,normal,104.6,10.1,lognormal,131.5,0.1,normal,175.2,15.9
-M.ERB.M.spm.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,12.8,normal,105.9,11.9,normal,153.0,15.5,normal,169.5,13.9
-M.ERB.M.spm.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,13.2,normal,111.3,11.3,lognormal,143.4,0.11,lognormal,184.2,0.1
-M.ERB.M.spm.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,15.1,normal,117.8,13.5,normal,155.4,14.2,normal,191.0,16.6
-M.ERB.M.spm.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.1,normal,119.8,13.7,normal,153.5,12.7,lognormal,194.3,0.09
-M.ERB.M.spm.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.2,11.1,normal,102.3,9.7,normal,123.3,10.5,lognormal,172.6,0.1
-M.ERB.M.spm.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,12.2,normal,104.1,11.2,normal,141.1,15.2,lognormal,166.2,0.09
-M.ERB.M.spm.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,12.6,normal,109.4,10.9,normal,133.9,11.7,normal,179.9,15.7
-M.ERB.M.spm.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,14.0,normal,115.8,12.0,normal,146.2,12.8,lognormal,188.1,0.09
-M.ERB.M.spm.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,14.5,normal,118.1,12.5,normal,143.4,11.4,normal,192.7,15.3
-M.ERB.M.spm.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,10.6,lognormal,100.1,0.1,lognormal,118.2,0.09,normal,171.3,14.1
-M.ERB.M.spm.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,11.7,lognormal,101.9,0.11,normal,126.1,10.4,lognormal,166.7,0.09
-M.ERB.M.spm.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,12.0,normal,107.2,10.2,normal,126.3,9.0,normal,179.7,14.0
-M.ERB.M.spm.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,13.8,normal,114.1,11.3,lognormal,136.8,0.08,normal,189.1,15.9
-M.ERB.M.spm.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,15.6,normal,121.0,14.6,lognormal,163.1,0.1,lognormal,198.4,0.09
-M.ERB.M.spm.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.2,11.8,normal,104.6,10.3,lognormal,131.4,0.1,normal,177.7,16.7
-M.ERB.M.spm.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.4,12.7,lognormal,105.9,0.12,normal,153.3,15.7,normal,170.9,13.8
-M.ERB.M.spm.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,13.0,normal,111.3,11.4,normal,143.0,14.1,normal,186.0,17.9
-M.ERB.M.spm.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,15.0,normal,117.6,13.1,normal,154.9,13.9,lognormal,195.8,0.1
-M.ERB.M.spm.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,15.2,normal,120.0,13.7,normal,153.7,12.1,normal,194.2,15.3
-M.ERB.M.spm.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.2,11.1,lognormal,102.2,0.1,normal,123.6,10.6,normal,173.2,15.4
-M.ERB.M.spm.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,12.4,normal,104.2,11.3,lognormal,141.3,0.12,normal,167.9,13.9
-M.ERB.M.spm.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,12.7,normal,109.3,10.6,lognormal,134.0,0.09,normal,181.5,15.7
-M.ERB.M.spm.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,14.3,normal,116.2,12.4,normal,146.2,13.0,normal,190.6,16.6
-M.ERB.M.spm.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,15.4,lognormal,120.9,0.13,normal,149.7,12.5,normal,190.0,15.5
-M.ERB.M.spm.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,10.9,normal,103.7,9.8,normal,123.9,9.4,lognormal,170.3,0.09
-M.ERB.M.spm.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,12.6,normal,105.7,11.7,lognormal,131.6,0.09,lognormal,164.9,0.09
-M.ERB.M.spm.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.9,12.4,normal,110.9,11.2,lognormal,133.0,0.08,lognormal,178.3,0.09
-M.ERB.M.spm.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,14.5,normal,117.0,12.7,normal,144.1,11.9,lognormal,186.6,0.09
-M.ERB.M.spm.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,16.8,lognormal,122.9,0.14,normal,172.6,15.0,normal,194.2,16.4
-M.ERB.M.spm.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.5,normal,108.5,11.3,normal,139.5,12.5,normal,173.2,16.1
-M.ERB.M.spm.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,14.3,normal,109.5,13.5,normal,156.3,13.1,lognormal,169.5,0.09
-M.ERB.M.spm.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,13.9,normal,114.2,12.7,normal,152.1,13.1,normal,180.1,14.9
-M.ERB.M.spm.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.8,normal,120.1,14.9,lognormal,164.6,0.09,normal,189.2,15.9
-M.ERB.M.spm.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.9,lognormal,121.6,0.13,normal,162.6,13.2,normal,192.1,16.4
-M.ERB.M.spm.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.1,11.6,normal,105.6,10.1,lognormal,130.9,0.09,normal,170.4,14.9
-M.ERB.M.spm.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,13.3,lognormal,107.6,0.13,lognormal,147.4,0.1,lognormal,165.3,0.09
-M.ERB.M.spm.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,12.9,normal,112.4,11.7,lognormal,142.8,0.09,normal,178.6,15.9
-M.ERB.M.spm.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,15.0,normal,118.4,13.7,normal,154.0,11.2,lognormal,186.5,0.09
-M.ERB.M.spm.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,15.2,lognormal,120.6,0.13,lognormal,150.0,0.09,lognormal,192.5,0.09
-M.ERB.M.spm.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,10.8,normal,103.5,9.8,normal,124.0,9.4,normal,172.5,14.6
-M.ERB.M.spm.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,12.7,normal,105.5,11.5,lognormal,132.0,0.09,lognormal,167.5,0.09
-M.ERB.M.spm.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,12.1,normal,110.6,11.1,lognormal,133.1,0.08,normal,180.1,14.6
-M.ERB.M.spm.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,14.6,normal,117.1,12.6,normal,144.0,11.6,normal,186.4,15.0
-M.ERB.M.spm.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,16.7,lognormal,122.9,0.14,normal,172.6,13.9,lognormal,196.3,0.09
-M.ERB.M.spm.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,12.8,normal,108.7,11.6,normal,139.6,12.6,lognormal,175.0,0.1
-M.ERB.M.spm.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,14.3,normal,109.5,13.3,normal,156.9,12.9,lognormal,170.6,0.09
-M.ERB.M.spm.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.0,normal,114.5,12.9,normal,152.1,13.2,lognormal,183.9,0.1
-M.ERB.M.spm.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,15.8,normal,119.9,14.8,lognormal,163.7,0.09,normal,191.8,17.0
-M.ERB.M.spm.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,15.8,normal,121.8,15.0,lognormal,162.7,0.09,normal,193.8,17.1
-M.ERB.M.spm.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.1,11.5,normal,105.6,10.3,lognormal,130.7,0.09,lognormal,173.3,0.1
-M.ERB.M.spm.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,13.2,normal,107.5,12.7,lognormal,147.7,0.1,normal,168.1,14.6
-M.ERB.M.spm.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.3,normal,112.5,12.0,lognormal,143.2,0.09,normal,180.5,15.6
-M.ERB.M.spm.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,14.6,normal,118.6,13.8,normal,154.5,11.9,lognormal,188.1,0.09
-M.ERB.M.spm.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.6,lognormal,123.6,0.14,lognormal,161.1,0.12,lognormal,198.0,0.1
-M.ERB.M.spm.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,16.7,lognormal,115.9,0.15,lognormal,150.4,0.12,normal,176.1,14.0
-M.ERB.M.spm.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,16.7,lognormal,112.0,0.15,lognormal,144.4,0.13,lognormal,165.7,0.08
-M.ERB.M.spm.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,17.4,lognormal,118.8,0.15,normal,155.0,17.6,lognormal,184.8,0.09
-M.ERB.M.spm.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.8,lognormal,121.9,0.15,lognormal,159.6,0.12,lognormal,194.5,0.1
-M.ERB.M.spm.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.6,lognormal,123.5,0.14,lognormal,199.6,0.1,normal,208.0,17.2
-M.ERB.M.spm.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,17.1,lognormal,115.4,0.15,normal,177.7,14.2,normal,183.3,13.3
-M.ERB.M.spm.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.4,lognormal,111.7,0.15,normal,165.1,11.8,normal,171.5,13.2
-M.ERB.M.spm.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.1,lognormal,118.9,0.15,lognormal,186.6,0.09,normal,192.1,14.3
-M.ERB.M.spm.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.7,lognormal,121.7,0.15,normal,192.7,15.6,lognormal,200.7,0.08
-M.ERB.M.spm.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.6,lognormal,124.1,0.15,lognormal,195.8,0.09,normal,205.3,16.9
-M.ERB.M.spm.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,17.1,normal,115.4,15.1,lognormal,174.2,0.08,lognormal,180.8,0.08
-M.ERB.M.spm.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,16.5,lognormal,111.7,0.15,normal,161.5,11.2,normal,168.0,12.4
-M.ERB.M.spm.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,17.5,lognormal,118.9,0.15,normal,181.7,13.5,lognormal,187.9,0.07
-M.ERB.M.spm.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.7,normal,121.4,15.8,normal,191.5,16.7,normal,199.4,15.9
-M.ERB.M.spm.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.3,lognormal,123.8,0.15,lognormal,161.0,0.12,lognormal,202.0,0.11
-M.ERB.M.spm.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,17.3,lognormal,115.2,0.14,lognormal,151.0,0.13,lognormal,179.2,0.09
-M.ERB.M.spm.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.4,lognormal,111.6,0.15,lognormal,144.2,0.13,lognormal,167.5,0.08
-M.ERB.M.spm.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,17.5,lognormal,118.9,0.15,lognormal,155.8,0.13,lognormal,187.5,0.09
-M.ERB.M.spm.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.3,lognormal,121.4,0.14,lognormal,159.9,0.13,normal,194.4,17.2
-M.ERB.M.spm.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.8,lognormal,123.4,0.14,lognormal,201.3,0.11,normal,209.4,17.4
-M.ERB.M.spm.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,17.1,lognormal,115.6,0.14,normal,178.9,14.3,normal,184.8,14.7
-M.ERB.M.spm.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,16.5,lognormal,111.6,0.15,lognormal,167.7,0.08,normal,173.1,14.0
-M.ERB.M.spm.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.2,lognormal,118.8,0.15,normal,188.1,15.9,normal,193.4,13.7
-M.ERB.M.spm.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.7,lognormal,121.8,0.15,normal,194.4,17.2,lognormal,204.3,0.09
-M.ERB.M.spm.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.8,lognormal,123.9,0.15,normal,196.6,16.1,normal,205.6,16.0
-M.ERB.M.spm.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,16.9,lognormal,115.5,0.15,normal,174.6,12.6,lognormal,181.4,0.08
-M.ERB.M.spm.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.2,lognormal,111.8,0.15,lognormal,162.6,0.07,lognormal,169.0,0.08
-M.ERB.M.spm.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,17.8,lognormal,118.7,0.14,normal,183.6,14.9,normal,191.1,15.3
-M.ERB.M.spm.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.6,lognormal,121.9,0.15,lognormal,192.7,0.09,normal,200.1,16.4
-M.ERB.M.spm.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.6,lognormal,124.1,0.15,normal,191.0,16.0,normal,204.6,16.7
-M.ERB.M.spm.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.1,lognormal,115.0,0.14,normal,160.4,11.5,lognormal,184.2,0.11
-M.ERB.M.spm.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.3,lognormal,111.9,0.15,normal,173.4,15.8,lognormal,191.0,0.12
-M.ERB.M.spm.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,16.9,lognormal,119.1,0.15,normal,173.0,13.3,lognormal,192.0,0.1
-M.ERB.M.spm.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.3,0.17,lognormal,121.9,0.15,lognormal,183.1,0.08,normal,200.1,17.9
-M.ERB.M.spm.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.7,lognormal,124.3,0.15,lognormal,197.7,0.1,lognormal,208.3,0.09
-M.ERB.M.spm.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,16.3,lognormal,115.4,0.14,normal,176.6,15.6,lognormal,192.3,0.12
-M.ERB.M.spm.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.4,lognormal,111.7,0.15,lognormal,181.6,0.11,lognormal,193.9,0.12
-M.ERB.M.spm.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.1,lognormal,118.7,0.15,lognormal,187.9,0.11,lognormal,198.7,0.1
-M.ERB.M.spm.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.7,lognormal,121.5,0.14,lognormal,194.2,0.1,normal,203.8,15.8
-M.ERB.M.spm.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.8,lognormal,123.9,0.15,normal,194.2,15.7,lognormal,206.3,0.1
-M.ERB.M.spm.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.2,lognormal,115.3,0.15,lognormal,170.6,0.1,normal,187.3,20.0
-M.ERB.M.spm.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.2,normal,111.2,14.6,lognormal,180.5,0.12,normal,192.4,20.5
-M.ERB.M.spm.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.9,lognormal,118.7,0.15,normal,178.3,13.1,lognormal,194.9,0.1
-M.ERB.M.spm.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.6,lognormal,121.4,0.14,lognormal,190.5,0.1,normal,201.0,17.5
-M.ERB.M.spm.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.9,lognormal,123.8,0.15,normal,191.1,14.3,normal,206.3,17.8
-M.ERB.M.spm.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,15.9,lognormal,114.7,0.14,normal,160.8,11.8,lognormal,186.7,0.11
-M.ERB.M.spm.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,16.0,normal,111.1,14.6,lognormal,174.9,0.1,lognormal,189.8,0.11
-M.ERB.M.spm.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.8,lognormal,118.5,0.14,normal,173.0,12.6,lognormal,193.1,0.1
-M.ERB.M.spm.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,18.0,lognormal,122.4,0.15,lognormal,185.0,0.08,normal,200.8,17.8
-M.ERB.M.spm.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.7,lognormal,123.7,0.15,normal,200.6,18.3,normal,208.4,16.0
-M.ERB.M.spm.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,16.4,lognormal,115.8,0.15,normal,179.0,15.5,lognormal,193.8,0.11
-M.ERB.M.spm.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,16.2,lognormal,111.4,0.14,lognormal,184.4,0.12,normal,195.4,20.7
-M.ERB.M.spm.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.4,lognormal,118.8,0.15,lognormal,187.5,0.1,normal,200.3,19.7
-M.ERB.M.spm.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.8,lognormal,121.9,0.15,normal,195.3,16.6,normal,204.8,16.5
-M.ERB.M.spm.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,lognormal,123.9,0.15,normal,196.7,16.7,lognormal,207.6,0.09
-M.ERB.M.spm.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.2,lognormal,115.3,0.15,lognormal,170.6,0.1,normal,187.3,20.0
-M.ERB.M.spm.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.3,lognormal,111.9,0.15,normal,180.1,17.5,lognormal,191.7,0.11
-M.ERB.M.spm.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.1,lognormal,118.5,0.14,normal,179.8,13.3,normal,195.6,18.2
-M.ERB.M.spm.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.8,lognormal,122.1,0.15,normal,192.3,17.0,normal,203.4,17.7
-M.ERB.M.spm.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.7,lognormal,123.6,0.14,normal,188.3,15.5,normal,203.2,17.7
-M.ERB.M.spm.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,16.0,normal,114.4,14.5,normal,156.6,12.3,normal,180.7,17.2
-M.ERB.M.spm.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,16.0,lognormal,111.9,0.15,lognormal,171.2,0.11,lognormal,186.4,0.11
-M.ERB.M.spm.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.6,lognormal,118.4,0.14,lognormal,169.3,0.09,lognormal,190.8,0.11
-M.ERB.M.spm.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,18.1,lognormal,122.1,0.15,normal,178.9,12.3,normal,198.4,17.8
-M.ERB.M.spm.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.9,lognormal,124.1,0.15,normal,195.9,17.0,lognormal,208.2,0.09
-M.ERB.M.spm.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.4,lognormal,115.2,0.14,normal,172.7,15.6,lognormal,189.3,0.11
-M.ERB.M.spm.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.1,lognormal,111.4,0.15,lognormal,180.4,0.11,lognormal,193.2,0.12
-M.ERB.M.spm.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,17.1,lognormal,118.7,0.15,normal,180.9,14.4,lognormal,196.7,0.11
-M.ERB.M.spm.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,17.4,lognormal,121.6,0.15,normal,192.5,18.3,normal,203.0,16.9
-M.ERB.M.spm.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.7,lognormal,123.8,0.15,normal,193.0,17.1,normal,205.7,18.4
-M.ERB.M.spm.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,16.0,lognormal,115.1,0.14,lognormal,164.3,0.1,lognormal,184.4,0.11
-M.ERB.M.spm.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.1,lognormal,111.8,0.15,lognormal,177.3,0.11,lognormal,189.3,0.11
-M.ERB.M.spm.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.0,lognormal,118.7,0.15,normal,175.5,14.8,normal,190.1,16.4
-M.ERB.M.spm.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.8,lognormal,122.0,0.15,normal,185.5,14.6,lognormal,199.6,0.09
-M.ERB.M.spm.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,18.2,lognormal,123.7,0.14,lognormal,187.8,0.08,normal,204.4,16.6
-M.ERB.M.spm.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,15.7,normal,114.5,14.6,normal,156.3,12.0,lognormal,183.8,0.11
-M.ERB.M.spm.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,15.9,lognormal,111.4,0.15,lognormal,171.5,0.1,lognormal,189.6,0.11
-M.ERB.M.spm.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,16.9,lognormal,118.6,0.14,lognormal,169.9,0.09,lognormal,191.2,0.1
-M.ERB.M.spm.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.7,lognormal,121.9,0.15,normal,180.9,13.0,lognormal,198.6,0.09
-M.ERB.M.spm.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.8,lognormal,123.7,0.15,normal,198.6,17.9,normal,208.0,16.4
-M.ERB.M.spm.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.2,normal,115.0,15.1,normal,174.6,15.8,normal,189.5,18.5
-M.ERB.M.spm.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.4,lognormal,112.0,0.15,lognormal,183.8,0.12,lognormal,194.3,0.11
-M.ERB.M.spm.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,16.8,lognormal,118.7,0.15,lognormal,183.5,0.09,lognormal,196.5,0.1
-M.ERB.M.spm.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.8,normal,121.3,15.8,normal,193.6,17.3,lognormal,205.4,0.1
-M.ERB.M.spm.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.6,lognormal,123.8,0.15,lognormal,194.0,0.09,normal,208.4,19.4
-M.ERB.M.spm.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,16.1,lognormal,115.1,0.14,lognormal,165.2,0.1,lognormal,185.9,0.11
-M.ERB.M.spm.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.1,normal,111.3,14.6,normal,177.7,17.0,normal,191.9,19.9
-M.ERB.M.spm.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,16.7,lognormal,118.7,0.15,normal,176.0,13.8,normal,193.9,19.2
-M.ERB.M.spm.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.8,lognormal,122.1,0.15,lognormal,187.8,0.09,normal,201.4,17.5
-M.ERB.M.spm.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.6,lognormal,123.6,0.14,normal,185.0,14.7,normal,200.6,16.8
-M.ERB.M.spm.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,15.0,normal,114.0,14.2,normal,152.6,11.4,lognormal,178.2,0.1
-M.ERB.M.spm.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,15.7,lognormal,111.4,0.14,lognormal,167.3,0.1,normal,185.7,19.9
-M.ERB.M.spm.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,16.7,lognormal,118.5,0.15,lognormal,164.4,0.08,normal,187.6,18.3
-M.ERB.M.spm.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.5,lognormal,121.9,0.15,normal,176.0,11.7,normal,196.3,17.2
-M.ERB.M.spm.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,18.0,lognormal,123.7,0.15,normal,195.4,17.2,normal,203.6,15.7
-M.ERB.M.spm.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,16.2,lognormal,115.2,0.14,lognormal,169.5,0.1,lognormal,185.4,0.11
-M.ERB.M.spm.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.4,lognormal,111.9,0.15,normal,179.6,18.9,lognormal,190.5,0.11
-M.ERB.M.spm.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.8,lognormal,118.6,0.15,normal,178.4,12.8,lognormal,193.2,0.1
-M.ERB.M.spm.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.3,lognormal,121.5,0.14,lognormal,189.0,0.09,lognormal,200.1,0.1
-M.ERB.M.spm.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.3,0.18,lognormal,123.8,0.15,normal,189.8,14.9,lognormal,202.2,0.09
-M.ERB.M.spm.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,15.8,lognormal,114.8,0.14,normal,158.6,11.8,normal,179.5,17.3
-M.ERB.M.spm.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.1,15.6,lognormal,111.5,0.15,normal,175.0,17.9,lognormal,190.1,0.12
-M.ERB.M.spm.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.7,lognormal,118.4,0.14,normal,170.9,13.7,lognormal,188.0,0.1
-M.ERB.M.spm.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.4,lognormal,122.1,0.15,lognormal,184.3,0.09,normal,195.8,15.1
-M.ERB.M.spm.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,17.9,lognormal,123.8,0.15,lognormal,184.6,0.08,normal,202.5,16.8
-M.ERB.M.spm.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,15.4,normal,113.9,14.2,normal,152.7,10.8,lognormal,179.6,0.1
-M.ERB.M.spm.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,15.7,lognormal,111.8,0.15,lognormal,168.9,0.1,lognormal,188.9,0.12
-M.ERB.M.spm.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,16.7,lognormal,118.5,0.15,lognormal,164.8,0.08,lognormal,188.2,0.1
-M.ERB.M.spm.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.4,normal,121.3,15.8,normal,176.3,11.4,normal,197.5,17.8
-M.ERB.M.spm.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,18.0,lognormal,123.7,0.15,normal,196.8,16.1,normal,205.0,15.4
-M.ERB.M.spm.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,16.0,lognormal,115.4,0.15,lognormal,171.4,0.1,lognormal,187.5,0.11
-M.ERB.M.spm.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.1,normal,111.1,14.7,normal,180.2,17.5,lognormal,191.8,0.11
-M.ERB.M.spm.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,16.8,lognormal,118.6,0.15,normal,179.3,13.7,lognormal,195.1,0.1
-M.ERB.M.spm.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.7,lognormal,121.8,0.14,lognormal,192.1,0.09,normal,201.7,16.0
-M.ERB.M.spm.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,18.0,lognormal,123.6,0.15,normal,191.0,14.9,lognormal,203.5,0.09
-M.ERB.M.spm.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,16.1,lognormal,115.2,0.14,lognormal,159.1,0.08,normal,181.5,17.3
-M.ERB.M.spm.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,15.9,lognormal,111.7,0.15,lognormal,177.1,0.11,normal,191.3,20.5
-M.ERB.M.spm.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.0,lognormal,118.2,0.14,normal,173.3,14.3,normal,191.0,18.4
-M.ERB.M.spm.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.5,lognormal,122.0,0.15,lognormal,183.5,0.08,lognormal,199.5,0.1
-M.ERB.M.spm.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,lognormal,123.5,0.14,lognormal,201.0,0.11,normal,211.7,18.1
-M.ERB.M.spm.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,17.1,lognormal,116.2,0.15,lognormal,189.2,0.11,lognormal,200.0,0.11
-M.ERB.M.spm.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.3,lognormal,111.4,0.14,lognormal,184.0,0.12,lognormal,192.7,0.1
-M.ERB.M.spm.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,17.1,lognormal,118.6,0.15,normal,192.8,19.1,lognormal,205.6,0.1
-M.ERB.M.spm.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.4,lognormal,122.0,0.15,lognormal,196.1,0.1,normal,207.1,17.3
-M.ERB.M.spm.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,18.0,lognormal,123.8,0.15,lognormal,204.7,0.12,normal,215.1,19.9
-M.ERB.M.spm.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,17.1,lognormal,115.5,0.15,lognormal,190.6,0.11,normal,200.4,18.0
-M.ERB.M.spm.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,16.4,lognormal,111.6,0.15,lognormal,184.4,0.11,lognormal,195.2,0.11
-M.ERB.M.spm.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.2,lognormal,118.8,0.15,lognormal,194.1,0.12,lognormal,206.1,0.1
-M.ERB.M.spm.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,18.0,lognormal,122.5,0.15,normal,201.2,21.1,lognormal,210.8,0.1
-M.ERB.M.spm.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,lognormal,123.8,0.15,lognormal,203.0,0.12,normal,212.0,18.0
-M.ERB.M.spm.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,17.0,lognormal,115.6,0.15,lognormal,190.4,0.11,lognormal,203.4,0.11
-M.ERB.M.spm.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.3,normal,111.2,14.6,lognormal,185.0,0.12,lognormal,196.6,0.11
-M.ERB.M.spm.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.1,lognormal,118.3,0.14,lognormal,193.9,0.11,lognormal,208.6,0.11
-M.ERB.M.spm.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.9,lognormal,122.0,0.15,lognormal,200.3,0.12,lognormal,209.3,0.09
-M.ERB.M.spm.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.8,lognormal,123.6,0.14,normal,201.6,19.4,normal,211.0,16.7
-M.ERB.M.spm.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,17.0,lognormal,115.7,0.15,lognormal,190.1,0.11,lognormal,201.5,0.1
-M.ERB.M.spm.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.5,normal,111.4,14.5,lognormal,183.0,0.11,lognormal,193.8,0.1
-M.ERB.M.spm.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.4,lognormal,119.3,0.15,normal,194.5,19.3,lognormal,206.3,0.1
-M.ERB.M.spm.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.8,lognormal,121.9,0.15,lognormal,200.5,0.11,normal,210.8,19.6
-M.ERB.M.spm.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.5,lognormal,123.5,0.14,lognormal,204.1,0.11,normal,213.5,18.2
-M.ERB.M.spm.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,17.3,lognormal,115.9,0.15,lognormal,191.8,0.11,lognormal,201.6,0.1
-M.ERB.M.spm.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.5,lognormal,111.8,0.15,normal,185.8,19.1,lognormal,195.4,0.1
-M.ERB.M.spm.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,16.8,lognormal,118.6,0.15,lognormal,198.4,0.12,normal,207.8,19.6
-M.ERB.M.spm.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.7,lognormal,121.9,0.15,lognormal,201.0,0.11,lognormal,215.5,0.11
-M.ERB.M.spm.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.8,lognormal,123.6,0.15,lognormal,203.5,0.11,normal,216.3,19.5
-M.ERB.M.spm.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,17.0,lognormal,115.3,0.14,lognormal,190.3,0.11,normal,203.1,19.5
-M.ERB.M.spm.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.6,lognormal,111.9,0.15,normal,184.6,18.3,lognormal,197.5,0.11
-M.ERB.M.spm.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.0,lognormal,118.5,0.14,normal,193.9,18.6,normal,208.3,19.7
-M.ERB.M.spm.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,17.4,lognormal,121.7,0.14,lognormal,200.2,0.1,lognormal,213.3,0.1
-M.LRI.0.0.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,16.0,lognormal,118.8,0.14,normal,128.9,16.5,normal,150.9,17.7
-M.LRI.0.0.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,13.0,lognormal,102.6,0.13,lognormal,109.1,0.13,lognormal,124.4,0.12
-M.LRI.0.0.god.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,90.5,0.14,lognormal,94.1,0.13,lognormal,98.9,0.13,lognormal,111.0,0.12
-M.LRI.0.0.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,14.1,lognormal,108.9,0.13,lognormal,116.7,0.13,normal,134.4,15.3
-M.LRI.0.0.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,15.4,normal,115.3,14.3,normal,124.5,15.6,normal,145.4,16.9
-M.LRI.0.0.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,17.0,normal,125.6,16.6,normal,130.2,17.1,normal,151.7,19.0
-M.LRI.0.0.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,13.1,lognormal,106.0,0.13,lognormal,109.5,0.13,normal,124.1,13.7
-M.LRI.0.0.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.0,0.15,lognormal,96.6,0.14,lognormal,99.4,0.13,lognormal,111.1,0.12
-M.LRI.0.0.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.8,lognormal,113.1,0.13,lognormal,116.9,0.13,normal,133.9,14.6
-M.LRI.0.0.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,16.0,normal,121.2,15.9,lognormal,125.8,0.14,normal,145.1,17.4
-M.LRI.0.0.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,15.8,lognormal,118.3,0.14,normal,128.0,16.4,normal,152.3,18.9
-M.LRI.0.0.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,13.0,lognormal,102.6,0.13,normal,108.9,12.7,lognormal,124.5,0.12
-M.LRI.0.0.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,90.4,0.14,lognormal,93.9,0.13,lognormal,98.7,0.13,normal,110.7,11.9
-M.LRI.0.0.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,14.2,lognormal,108.5,0.13,lognormal,115.9,0.13,normal,134.0,14.5
-M.LRI.0.0.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,15.5,normal,114.6,14.1,normal,123.4,15.1,normal,145.2,17.3
-M.LRI.0.0.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,17.0,normal,125.6,16.6,normal,130.2,17.1,normal,151.7,19.0
-M.LRI.0.0.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,13.1,lognormal,106.0,0.13,lognormal,109.5,0.13,normal,124.1,13.7
-M.LRI.0.0.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.0,0.15,lognormal,96.6,0.14,lognormal,99.4,0.13,lognormal,111.1,0.12
-M.LRI.0.0.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.8,lognormal,113.1,0.13,lognormal,116.9,0.13,normal,133.9,14.6
-M.LRI.0.0.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,16.0,normal,121.2,15.9,lognormal,125.8,0.14,normal,145.1,17.4
-M.LRI.0.1.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,15.9,lognormal,119.1,0.14,normal,129.6,16.7,normal,152.3,19.0
-M.LRI.0.1.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,12.9,lognormal,102.8,0.13,lognormal,110.2,0.13,normal,126.4,14.3
-M.LRI.0.1.god.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,90.6,0.14,lognormal,94.6,0.13,lognormal,100.2,0.13,lognormal,114.4,0.13
-M.LRI.0.1.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,13.9,normal,108.8,12.8,lognormal,117.7,0.14,lognormal,136.2,0.13
-M.LRI.0.1.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,15.3,normal,115.0,14.0,normal,125.6,16.1,normal,146.1,17.2
-M.LRI.0.1.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,17.3,lognormal,126.2,0.15,normal,131.6,17.9,normal,153.3,19.4
-M.LRI.0.1.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.9,0.14,lognormal,106.1,0.13,lognormal,110.5,0.13,lognormal,126.5,0.13
-M.LRI.0.1.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.1,0.15,lognormal,96.9,0.14,lognormal,100.5,0.13,lognormal,114.4,0.13
-M.LRI.0.1.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,13.6,lognormal,113.2,0.13,lognormal,118.7,0.14,normal,135.8,15.8
-M.LRI.0.1.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,15.9,normal,121.1,15.8,normal,126.5,16.3,normal,146.6,17.9
-M.LRI.0.1.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,16.1,lognormal,118.6,0.14,normal,128.1,15.8,normal,152.0,18.5
-M.LRI.0.1.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,12.9,lognormal,102.4,0.13,lognormal,109.6,0.13,normal,126.0,14.3
-M.LRI.0.1.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,90.5,0.14,lognormal,94.2,0.13,lognormal,99.8,0.13,lognormal,114.5,0.13
-M.LRI.0.1.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,13.9,lognormal,108.7,0.13,normal,116.3,13.4,lognormal,135.8,0.12
-M.LRI.0.1.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,15.4,normal,115.0,14.1,normal,124.3,15.2,normal,146.3,17.4
-M.LRI.0.1.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,17.3,lognormal,126.2,0.15,normal,131.6,17.9,normal,153.3,19.4
-M.LRI.0.1.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.9,0.14,lognormal,106.1,0.13,lognormal,110.5,0.13,lognormal,126.5,0.13
-M.LRI.0.1.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.1,0.15,lognormal,96.9,0.14,lognormal,100.5,0.13,lognormal,114.4,0.13
-M.LRI.0.1.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,13.6,lognormal,113.2,0.13,lognormal,118.7,0.14,normal,135.8,15.8
-M.LRI.0.1.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,15.9,normal,121.1,15.8,normal,126.5,16.3,normal,146.6,17.9
-M.LRI.1.0.god.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.4,0.17,lognormal,126.2,0.15,lognormal,154.7,0.15,normal,182.2,20.5
-M.LRI.1.0.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,15.7,lognormal,112.9,0.15,normal,133.7,16.8,lognormal,147.3,0.13
-M.LRI.1.0.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,14.9,lognormal,105.3,0.14,lognormal,121.9,0.14,normal,129.7,15.9
-M.LRI.1.0.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,16.6,lognormal,118.5,0.15,normal,141.3,17.3,normal,160.0,18.6
-M.LRI.1.0.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.0,lognormal,123.2,0.15,lognormal,149.7,0.14,normal,174.6,20.1
-M.LRI.1.0.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,21.5,lognormal,154.9,0.14,lognormal,175.4,0.13,lognormal,183.8,0.12
-M.LRI.1.0.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.0,lognormal,133.1,0.13,normal,143.6,17.3,lognormal,146.8,0.13
-M.LRI.1.0.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,15.3,lognormal,121.6,0.13,normal,128.4,16.3,normal,129.8,15.8
-M.LRI.1.0.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,18.3,lognormal,142.6,0.14,normal,155.8,17.7,normal,159.7,17.7
-M.LRI.1.0.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,19.8,normal,149.5,18.5,normal,167.7,19.4,normal,174.4,20.1
-M.LRI.1.0.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,17.4,lognormal,125.3,0.15,lognormal,145.0,0.13,lognormal,180.2,0.11
-M.LRI.1.0.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,15.9,lognormal,112.3,0.15,lognormal,127.6,0.12,lognormal,147.0,0.13
-M.LRI.1.0.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,14.6,lognormal,104.4,0.14,lognormal,117.5,0.12,normal,129.4,15.5
-M.LRI.1.0.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.4,lognormal,116.6,0.14,lognormal,133.8,0.12,normal,159.0,17.6
-M.LRI.1.0.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.1,lognormal,122.2,0.15,normal,140.7,16.2,lognormal,172.9,0.12
-M.LRI.1.0.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,21.5,lognormal,154.9,0.14,lognormal,175.4,0.13,lognormal,183.8,0.12
-M.LRI.1.0.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.0,lognormal,133.1,0.13,normal,143.6,17.3,lognormal,146.8,0.13
-M.LRI.1.0.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,15.3,lognormal,121.6,0.13,normal,128.4,16.3,normal,129.8,15.8
-M.LRI.1.0.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,18.3,lognormal,142.6,0.14,normal,155.8,17.7,normal,159.7,17.7
-M.LRI.1.0.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,19.8,normal,149.5,18.5,normal,167.7,19.4,normal,174.4,20.1
-M.LRI.1.1.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,17.6,lognormal,126.6,0.15,lognormal,156.4,0.15,normal,222.4,19.7
-M.LRI.1.1.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,15.9,lognormal,113.6,0.15,lognormal,140.0,0.15,normal,200.8,19.5
-M.LRI.1.1.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,15.0,lognormal,106.4,0.15,lognormal,133.0,0.16,lognormal,187.5,0.1
-M.LRI.1.1.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,16.6,lognormal,118.4,0.15,lognormal,145.9,0.15,lognormal,209.0,0.1
-M.LRI.1.1.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,17.7,lognormal,124.1,0.15,lognormal,153.8,0.17,normal,216.4,18.7
-M.LRI.1.1.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,20.1,lognormal,156.5,0.15,lognormal,189.7,0.14,lognormal,250.0,0.13
-M.LRI.1.1.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,18.4,lognormal,140.6,0.15,lognormal,173.6,0.15,normal,210.4,21.2
-M.LRI.1.1.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.17,lognormal,132.6,0.15,normal,162.6,21.6,lognormal,193.8,0.1
-M.LRI.1.1.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.3,0.17,lognormal,147.1,0.15,lognormal,179.9,0.15,normal,216.2,19.3
-M.LRI.1.1.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.8,0.17,lognormal,153.0,0.15,lognormal,186.7,0.14,normal,220.1,16.0
-M.LRI.1.1.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,17.6,lognormal,125.3,0.15,lognormal,145.4,0.13,lognormal,204.1,0.1
-M.LRI.1.1.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,15.9,normal,111.6,14.6,lognormal,130.9,0.14,normal,186.9,19.6
-M.LRI.1.1.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.4,lognormal,105.5,0.15,lognormal,123.0,0.14,normal,177.1,18.6
-M.LRI.1.1.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,16.8,lognormal,116.9,0.15,lognormal,136.3,0.13,normal,196.3,20.8
-M.LRI.1.1.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.3,lognormal,122.2,0.15,lognormal,142.4,0.13,lognormal,202.9,0.11
-M.LRI.1.1.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,20.1,lognormal,156.5,0.15,lognormal,189.7,0.14,lognormal,250.0,0.13
-M.LRI.1.1.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,18.4,lognormal,140.6,0.15,lognormal,173.6,0.15,normal,210.4,21.2
-M.LRI.1.1.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.17,lognormal,132.6,0.15,normal,162.6,21.6,lognormal,193.8,0.1
-M.LRI.1.1.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.3,0.17,lognormal,147.1,0.15,lognormal,179.9,0.15,normal,216.2,19.3
-M.LRI.1.1.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.8,0.17,lognormal,153.0,0.15,lognormal,186.7,0.14,normal,220.1,16.0
-M.LRM.1.bur.0.0.A.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,18.0,lognormal,140.0,0.13,lognormal,158.4,0.14,lognormal,181.7,0.17
-M.LRM.1.bur.0.0.A.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.5,0.18,lognormal,117.3,0.18,lognormal,130.0,0.16,lognormal,146.6,0.19
-M.LRM.1.bur.0.0.A.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.4,0.17,lognormal,118.9,0.16,lognormal,140.3,0.14,normal,164.0,18.3
-M.LRM.1.bur.0.0.A.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.0,lognormal,125.2,0.15,lognormal,139.4,0.15,lognormal,164.0,0.21
-M.LRM.1.bur.0.0.A.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.0,0.16,lognormal,133.8,0.14,lognormal,153.4,0.17,lognormal,175.1,0.19
-M.LRM.1.bur.0.0.A.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.4,0.16,lognormal,146.5,0.17,lognormal,163.3,0.17,lognormal,178.2,0.15
-M.LRM.1.bur.0.0.A.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.9,0.21,lognormal,121.5,0.21,lognormal,132.6,0.18,lognormal,147.9,0.19
-M.LRM.1.bur.0.0.A.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.2,lognormal,127.0,0.2,lognormal,146.2,0.17,normal,165.7,18.7
-M.LRM.1.bur.0.0.A.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.1,0.2,lognormal,128.5,0.17,lognormal,142.6,0.17,lognormal,161.1,0.2
-M.LRM.1.bur.0.0.A.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.7,0.18,lognormal,138.6,0.16,lognormal,154.1,0.17,lognormal,172.4,0.17
-M.LRM.1.bur.0.0.A.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,18.1,lognormal,140.2,0.14,lognormal,159.5,0.14,lognormal,181.2,0.17
-M.LRM.1.bur.0.0.A.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.0,0.18,lognormal,117.5,0.17,lognormal,131.8,0.18,lognormal,149.6,0.21
-M.LRM.1.bur.0.0.A.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,16.0,lognormal,119.3,0.16,lognormal,140.4,0.15,normal,163.3,17.1
-M.LRM.1.bur.0.0.A.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,16.7,lognormal,125.1,0.15,lognormal,141.5,0.17,lognormal,158.7,0.18
-M.LRM.1.bur.0.0.A.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.16,lognormal,134.0,0.14,lognormal,151.6,0.15,lognormal,174.6,0.19
-M.LRM.1.bur.0.0.A.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.4,0.16,lognormal,146.5,0.17,lognormal,163.3,0.17,lognormal,178.2,0.15
-M.LRM.1.bur.0.0.A.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.9,0.21,lognormal,121.5,0.21,lognormal,132.6,0.18,lognormal,147.9,0.19
-M.LRM.1.bur.0.0.A.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.2,lognormal,127.0,0.2,lognormal,146.2,0.17,normal,165.7,18.7
-M.LRM.1.bur.0.0.A.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.1,0.2,lognormal,128.5,0.17,lognormal,142.6,0.17,lognormal,161.1,0.2
-M.LRM.1.bur.0.0.A.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.7,0.18,lognormal,138.6,0.16,lognormal,154.1,0.17,lognormal,172.4,0.17
-M.LRM.1.bur.0.0.A.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,17.6,lognormal,138.5,0.13,lognormal,155.1,0.12,lognormal,182.1,0.18
-M.LRM.1.bur.0.0.A.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.8,0.17,lognormal,115.1,0.16,lognormal,129.2,0.16,lognormal,147.8,0.19
-M.LRM.1.bur.0.0.A.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,15.4,lognormal,115.7,0.14,lognormal,133.3,0.14,lognormal,152.6,0.14
-M.LRM.1.bur.0.0.A.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.16,lognormal,123.9,0.15,lognormal,139.6,0.15,lognormal,158.3,0.18
-M.LRM.1.bur.0.0.A.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.16,lognormal,133.1,0.14,lognormal,149.8,0.14,lognormal,172.0,0.17
-M.LRM.1.bur.0.0.A.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,17.7,lognormal,137.8,0.12,lognormal,151.8,0.15,lognormal,162.3,0.17
-M.LRM.1.bur.0.0.A.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,15.7,lognormal,114.9,0.16,lognormal,126.5,0.19,lognormal,132.5,0.2
-M.LRM.1.bur.0.0.A.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,15.7,lognormal,113.8,0.15,lognormal,121.7,0.19,lognormal,129.3,0.19
-M.LRM.1.bur.0.0.A.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,16.7,lognormal,123.9,0.15,lognormal,133.8,0.16,lognormal,142.6,0.18
-M.LRM.1.bur.0.0.A.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.16,lognormal,132.7,0.14,lognormal,144.3,0.15,lognormal,154.0,0.17
-M.LRM.1.bur.0.0.A.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.9,0.18,lognormal,146.9,0.17,lognormal,162.7,0.17,lognormal,183.9,0.18
-M.LRM.1.bur.0.0.A.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.0,0.21,lognormal,121.5,0.2,lognormal,132.3,0.18,lognormal,146.2,0.18
-M.LRM.1.bur.0.0.A.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.9,0.2,lognormal,126.8,0.2,lognormal,142.5,0.16,lognormal,154.1,0.14
-M.LRM.1.bur.0.0.A.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.2,lognormal,131.0,0.19,lognormal,143.2,0.17,lognormal,157.5,0.17
-M.LRM.1.bur.0.0.A.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.19,lognormal,141.2,0.18,lognormal,156.5,0.18,lognormal,174.8,0.19
-M.LRM.1.bur.0.0.A.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.2,0.18,lognormal,146.3,0.17,lognormal,153.7,0.15,lognormal,163.2,0.17
-M.LRM.1.bur.0.0.A.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.8,0.21,lognormal,119.0,0.19,lognormal,126.6,0.19,lognormal,132.3,0.19
-M.LRM.1.bur.0.0.A.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.0,0.2,lognormal,121.6,0.2,lognormal,122.9,0.2,lognormal,129.2,0.2
-M.LRM.1.bur.0.0.A.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.9,0.2,lognormal,128.1,0.18,lognormal,134.5,0.16,lognormal,141.8,0.17
-M.LRM.1.bur.0.0.A.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.4,0.18,lognormal,137.8,0.16,lognormal,146.1,0.16,lognormal,153.9,0.17
-M.LRM.1.bur.0.0.A.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,17.3,lognormal,139.6,0.13,lognormal,158.5,0.14,lognormal,183.8,0.19
-M.LRM.1.bur.0.0.A.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.6,0.18,lognormal,117.6,0.18,lognormal,132.1,0.18,lognormal,146.7,0.19
-M.LRM.1.bur.0.0.A.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,15.8,lognormal,119.1,0.16,lognormal,138.7,0.14,lognormal,153.3,0.14
-M.LRM.1.bur.0.0.A.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.2,0.16,lognormal,125.0,0.15,lognormal,142.1,0.17,lognormal,158.9,0.18
-M.LRM.1.bur.0.0.A.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.16,lognormal,134.5,0.14,lognormal,152.7,0.16,lognormal,173.8,0.19
-M.LRM.1.bur.0.0.A.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,18.3,lognormal,139.6,0.13,lognormal,153.3,0.15,lognormal,162.4,0.16
-M.LRM.1.bur.0.0.A.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.9,0.18,lognormal,116.9,0.17,lognormal,126.3,0.19,lognormal,131.9,0.19
-M.LRM.1.bur.0.0.A.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.4,0.17,lognormal,115.5,0.16,lognormal,122.7,0.2,lognormal,129.4,0.19
-M.LRM.1.bur.0.0.A.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.5,0.17,lognormal,124.6,0.15,lognormal,134.3,0.16,lognormal,144.7,0.2
-M.LRM.1.bur.0.0.A.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,17.7,lognormal,134.5,0.14,lognormal,147.6,0.17,lognormal,154.9,0.17
-M.LRM.1.bur.0.0.A.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.7,0.18,lognormal,146.7,0.17,lognormal,162.5,0.16,lognormal,179.0,0.16
-M.LRM.1.bur.0.0.A.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.6,0.21,lognormal,120.8,0.2,lognormal,132.0,0.18,lognormal,147.9,0.2
-M.LRM.1.bur.0.0.A.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.9,0.2,lognormal,125.9,0.2,lognormal,142.7,0.16,lognormal,153.6,0.13
-M.LRM.1.bur.0.0.A.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.8,0.2,lognormal,128.8,0.18,lognormal,142.9,0.17,lognormal,160.2,0.19
-M.LRM.1.bur.0.0.A.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.19,lognormal,139.2,0.17,lognormal,155.9,0.18,lognormal,172.0,0.17
-M.LRM.1.bur.0.0.A.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.0,0.18,lognormal,144.5,0.16,lognormal,153.0,0.15,lognormal,160.1,0.15
-M.LRM.1.bur.0.0.A.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.1,0.21,lognormal,120.8,0.21,lognormal,126.8,0.19,lognormal,132.3,0.19
-M.LRM.1.bur.0.0.A.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.2,lognormal,121.5,0.2,lognormal,122.8,0.2,lognormal,129.0,0.2
-M.LRM.1.bur.0.0.A.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.7,0.2,lognormal,128.3,0.18,lognormal,136.4,0.18,lognormal,142.9,0.18
-M.LRM.1.bur.0.0.A.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.19,lognormal,138.5,0.17,lognormal,147.0,0.17,lognormal,156.1,0.18
-M.LRM.1.bur.0.0.B.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,19.5,lognormal,149.3,0.16,lognormal,174.1,0.18,lognormal,208.5,0.24
-M.LRM.1.bur.0.0.B.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.7,0.19,lognormal,126.8,0.19,lognormal,147.7,0.22,lognormal,175.6,0.29
-M.LRM.1.bur.0.0.B.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.2,lognormal,124.2,0.16,lognormal,144.6,0.14,normal,165.2,16.0
-M.LRM.1.bur.0.0.B.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.3,0.18,lognormal,135.2,0.17,lognormal,158.0,0.21,lognormal,188.2,0.28
-M.LRM.1.bur.0.0.B.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,19.4,lognormal,143.8,0.17,lognormal,169.8,0.2,lognormal,204.4,0.26
-M.LRM.1.bur.0.0.B.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.0,0.2,lognormal,163.1,0.21,lognormal,185.9,0.23,lognormal,210.4,0.25
-M.LRM.1.bur.0.0.B.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.6,0.24,lognormal,136.8,0.25,lognormal,155.5,0.26,lognormal,174.8,0.28
-M.LRM.1.bur.0.0.B.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.22,lognormal,135.7,0.2,normal,149.7,19.5,normal,166.6,15.8
-M.LRM.1.bur.0.0.B.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.6,0.23,lognormal,146.9,0.23,lognormal,165.6,0.24,lognormal,188.6,0.27
-M.LRM.1.bur.0.0.B.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.1,0.21,lognormal,157.0,0.22,lognormal,177.5,0.23,lognormal,209.1,0.28
-M.LRM.1.bur.0.0.B.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,20.3,lognormal,149.5,0.16,lognormal,175.1,0.19,lognormal,211.3,0.25
-M.LRM.1.bur.0.0.B.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.1,0.19,lognormal,126.5,0.19,lognormal,148.5,0.22,lognormal,174.1,0.28
-M.LRM.1.bur.0.0.B.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.6,lognormal,123.6,0.16,lognormal,144.4,0.14,lognormal,165.0,0.1
-M.LRM.1.bur.0.0.B.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.18,lognormal,135.5,0.18,lognormal,158.6,0.21,lognormal,188.8,0.27
-M.LRM.1.bur.0.0.B.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.7,0.17,lognormal,145.4,0.17,lognormal,169.8,0.2,lognormal,205.2,0.27
-M.LRM.1.bur.0.0.B.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.0,0.2,lognormal,163.1,0.21,lognormal,185.9,0.23,lognormal,210.4,0.25
-M.LRM.1.bur.0.0.B.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.6,0.24,lognormal,136.8,0.25,lognormal,155.5,0.26,lognormal,174.8,0.28
-M.LRM.1.bur.0.0.B.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.22,lognormal,135.7,0.2,normal,149.7,19.5,normal,166.6,15.8
-M.LRM.1.bur.0.0.B.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.6,0.23,lognormal,146.9,0.23,lognormal,165.6,0.24,lognormal,188.6,0.27
-M.LRM.1.bur.0.0.B.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.1,0.21,lognormal,157.0,0.22,lognormal,177.5,0.23,lognormal,209.1,0.28
-M.LRM.1.bur.0.0.B.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.8,0.16,lognormal,145.5,0.15,lognormal,165.0,0.14,lognormal,200.8,0.21
-M.LRM.1.bur.0.0.B.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.3,0.18,lognormal,124.1,0.18,lognormal,140.2,0.18,lognormal,162.8,0.22
-M.LRM.1.bur.0.0.B.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.1,0.18,lognormal,120.6,0.15,lognormal,135.3,0.12,lognormal,154.3,0.13
-M.LRM.1.bur.0.0.B.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.6,0.18,lognormal,132.3,0.16,lognormal,150.2,0.17,lognormal,179.4,0.23
-M.LRM.1.bur.0.0.B.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,19.3,lognormal,141.0,0.15,lognormal,160.8,0.16,lognormal,191.5,0.21
-M.LRM.1.bur.0.0.B.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.2,19.2,lognormal,144.3,0.14,lognormal,158.5,0.14,lognormal,170.0,0.15
-M.LRM.1.bur.0.0.B.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.8,0.18,lognormal,122.4,0.17,lognormal,132.9,0.18,lognormal,142.1,0.2
-M.LRM.1.bur.0.0.B.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.7,0.18,lognormal,118.7,0.15,lognormal,128.7,0.17,lognormal,137.9,0.18
-M.LRM.1.bur.0.0.B.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.8,0.18,lognormal,131.0,0.15,lognormal,141.9,0.16,lognormal,152.4,0.18
-M.LRM.1.bur.0.0.B.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,19.2,lognormal,139.2,0.15,lognormal,153.2,0.16,lognormal,164.8,0.17
-M.LRM.1.bur.0.0.B.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.5,0.21,lognormal,162.4,0.2,lognormal,185.0,0.21,lognormal,205.1,0.23
-M.LRM.1.bur.0.0.B.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.4,0.24,lognormal,137.1,0.25,lognormal,152.6,0.24,lognormal,165.0,0.23
-M.LRM.1.bur.0.0.B.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.22,lognormal,134.7,0.19,normal,145.3,18.1,lognormal,154.1,0.12
-M.LRM.1.bur.0.0.B.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.2,0.22,lognormal,146.8,0.23,lognormal,162.2,0.22,lognormal,180.4,0.24
-M.LRM.1.bur.0.0.B.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.4,0.21,lognormal,157.2,0.22,lognormal,178.5,0.23,lognormal,195.1,0.22
-M.LRM.1.bur.0.0.B.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.0,0.21,lognormal,157.7,0.18,lognormal,162.1,0.15,lognormal,170.3,0.14
-M.LRM.1.bur.0.0.B.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.4,0.24,lognormal,130.4,0.21,lognormal,133.5,0.18,lognormal,142.0,0.2
-M.LRM.1.bur.0.0.B.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.3,0.21,lognormal,129.5,0.19,lognormal,131.0,0.19,lognormal,137.5,0.18
-M.LRM.1.bur.0.0.B.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.8,0.22,lognormal,140.1,0.2,lognormal,144.2,0.18,lognormal,154.2,0.19
-M.LRM.1.bur.0.0.B.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.1,0.22,lognormal,152.7,0.2,lognormal,155.4,0.16,lognormal,164.4,0.16
-M.LRM.1.bur.0.0.B.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,19.8,lognormal,149.5,0.16,lognormal,175.6,0.18,lognormal,206.5,0.23
-M.LRM.1.bur.0.0.B.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.19,lognormal,126.6,0.19,lognormal,148.3,0.22,lognormal,165.0,0.23
-M.LRM.1.bur.0.0.B.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.5,lognormal,124.2,0.16,lognormal,141.5,0.13,lognormal,154.6,0.13
-M.LRM.1.bur.0.0.B.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.8,0.18,lognormal,135.4,0.18,lognormal,157.8,0.2,lognormal,181.9,0.24
-M.LRM.1.bur.0.0.B.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.3,0.17,lognormal,145.0,0.17,lognormal,169.1,0.19,lognormal,195.3,0.23
-M.LRM.1.bur.0.0.B.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.1,lognormal,147.6,0.15,lognormal,160.2,0.15,lognormal,170.4,0.15
-M.LRM.1.bur.0.0.B.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.0,0.19,lognormal,124.9,0.18,lognormal,133.2,0.18,lognormal,140.5,0.18
-M.LRM.1.bur.0.0.B.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.7,0.18,lognormal,121.3,0.16,lognormal,129.4,0.18,lognormal,137.6,0.18
-M.LRM.1.bur.0.0.B.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.5,0.18,lognormal,133.4,0.17,lognormal,144.3,0.18,lognormal,154.4,0.19
-M.LRM.1.bur.0.0.B.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,19.9,lognormal,142.9,0.16,lognormal,153.6,0.15,lognormal,163.4,0.16
-M.LRM.1.bur.0.0.B.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.6,0.2,lognormal,162.5,0.21,lognormal,185.4,0.22,lognormal,204.4,0.22
-M.LRM.1.bur.0.0.B.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.3,0.24,lognormal,135.7,0.24,lognormal,152.4,0.24,lognormal,163.7,0.23
-M.LRM.1.bur.0.0.B.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.2,0.22,lognormal,135.1,0.19,lognormal,144.7,0.13,lognormal,154.0,0.12
-M.LRM.1.bur.0.0.B.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.5,0.23,lognormal,146.9,0.24,lognormal,164.7,0.24,lognormal,182.0,0.25
-M.LRM.1.bur.0.0.B.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.21,lognormal,157.3,0.22,lognormal,177.8,0.23,lognormal,195.6,0.23
-M.LRM.1.bur.0.0.B.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.9,0.2,lognormal,157.3,0.18,lognormal,161.7,0.15,lognormal,170.8,0.15
-M.LRM.1.bur.0.0.B.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.3,0.23,lognormal,130.6,0.21,lognormal,133.9,0.18,lognormal,141.9,0.19
-M.LRM.1.bur.0.0.B.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.4,0.21,lognormal,130.0,0.19,lognormal,131.6,0.19,lognormal,138.1,0.18
-M.LRM.1.bur.0.0.B.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.2,0.22,lognormal,140.5,0.2,lognormal,143.9,0.17,lognormal,152.4,0.18
-M.LRM.1.bur.0.0.B.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.4,0.21,lognormal,152.1,0.2,lognormal,155.8,0.17,lognormal,164.4,0.17
-M.LRM.1.bur.0.0.C.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,20.8,lognormal,157.0,0.14,lognormal,184.2,0.12,normal,226.4,23.0
-M.LRM.1.bur.0.0.C.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,18.5,lognormal,132.8,0.14,lognormal,156.3,0.13,normal,183.7,21.0
-M.LRM.1.bur.0.0.C.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,18.4,lognormal,129.4,0.14,lognormal,149.7,0.12,normal,167.0,14.5
-M.LRM.1.bur.0.0.C.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,18.3,lognormal,142.9,0.14,lognormal,168.0,0.13,lognormal,199.4,0.12
-M.LRM.1.bur.0.0.C.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,19.3,lognormal,151.4,0.14,normal,178.3,20.6,normal,213.7,20.9
-M.LRM.1.bur.0.0.C.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,157.4,23.5,lognormal,172.8,0.14,lognormal,196.9,0.12,normal,220.1,19.7
-M.LRM.1.bur.0.0.C.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.3,0.19,lognormal,144.4,0.17,normal,160.7,18.4,normal,185.1,22.8
-M.LRM.1.bur.0.0.C.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,19.3,normal,140.2,15.2,lognormal,153.8,0.1,lognormal,168.3,0.09
-M.LRM.1.bur.0.0.C.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.7,0.17,lognormal,155.2,0.16,lognormal,175.8,0.13,normal,199.8,21.1
-M.LRM.1.bur.0.0.C.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.7,22.4,lognormal,165.0,0.14,normal,189.4,21.8,normal,213.9,19.9
-M.LRM.1.bur.0.0.C.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,22.0,lognormal,158.4,0.14,lognormal,185.5,0.13,normal,223.4,22.3
-M.LRM.1.bur.0.0.C.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,17.7,lognormal,134.1,0.15,lognormal,156.3,0.13,normal,183.2,20.4
-M.LRM.1.bur.0.0.C.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,18.0,lognormal,129.5,0.15,normal,147.6,14.6,lognormal,166.5,0.09
-M.LRM.1.bur.0.0.C.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,19.4,lognormal,143.1,0.15,normal,166.8,19.1,normal,199.9,22.0
-M.LRM.1.bur.0.0.C.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,20.0,lognormal,151.6,0.14,lognormal,179.9,0.13,normal,214.0,20.6
-M.LRM.1.bur.0.0.C.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,157.4,23.5,lognormal,172.8,0.14,lognormal,196.9,0.12,normal,220.1,19.7
-M.LRM.1.bur.0.0.C.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.3,0.19,lognormal,144.4,0.17,normal,160.7,18.4,normal,185.1,22.8
-M.LRM.1.bur.0.0.C.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,19.3,normal,140.2,15.2,lognormal,153.8,0.1,lognormal,168.3,0.09
-M.LRM.1.bur.0.0.C.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.7,0.17,lognormal,155.2,0.16,lognormal,175.8,0.13,normal,199.8,21.1
-M.LRM.1.bur.0.0.C.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.7,22.4,lognormal,165.0,0.14,normal,189.4,21.8,normal,213.9,19.9
-M.LRM.1.bur.0.0.C.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,20.6,lognormal,152.9,0.14,lognormal,172.4,0.12,normal,208.0,19.6
-M.LRM.1.bur.0.0.C.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,17.5,lognormal,130.3,0.14,lognormal,146.7,0.12,lognormal,170.9,0.13
-M.LRM.1.bur.0.0.C.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,18.4,normal,124.9,16.1,lognormal,138.4,0.11,lognormal,154.9,0.12
-M.LRM.1.bur.0.0.C.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,18.4,lognormal,138.6,0.13,lognormal,157.7,0.12,normal,186.2,21.1
-M.LRM.1.bur.0.0.C.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,20.3,lognormal,147.6,0.13,normal,167.7,18.1,lognormal,200.1,0.12
-M.LRM.1.bur.0.0.C.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,20.6,normal,150.7,18.4,lognormal,163.9,0.12,lognormal,176.2,0.13
-M.LRM.1.bur.0.0.C.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,17.8,lognormal,127.8,0.14,lognormal,137.4,0.15,lognormal,148.2,0.17
-M.LRM.1.bur.0.0.C.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.8,lognormal,123.1,0.14,normal,133.1,15.5,normal,141.1,15.0
-M.LRM.1.bur.0.0.C.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,18.3,lognormal,136.5,0.13,lognormal,147.7,0.14,lognormal,158.0,0.15
-M.LRM.1.bur.0.0.C.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,20.2,lognormal,145.2,0.13,lognormal,158.0,0.13,lognormal,169.5,0.14
-M.LRM.1.bur.0.0.C.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,157.5,23.2,lognormal,171.2,0.13,lognormal,194.6,0.12,normal,211.1,20.2
-M.LRM.1.bur.0.0.C.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,20.9,lognormal,144.0,0.17,lognormal,160.3,0.13,lognormal,171.5,0.12
-M.LRM.1.bur.0.0.C.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,19.3,normal,139.2,15.0,lognormal,148.4,0.12,lognormal,155.9,0.12
-M.LRM.1.bur.0.0.C.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.5,0.17,lognormal,154.0,0.15,lognormal,172.9,0.13,lognormal,188.6,0.13
-M.LRM.1.bur.0.0.C.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,151.2,23.3,lognormal,165.5,0.14,lognormal,187.9,0.13,lognormal,202.9,0.11
-M.LRM.1.bur.0.0.C.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.7,22.9,lognormal,164.4,0.13,lognormal,167.2,0.13,lognormal,176.0,0.13
-M.LRM.1.bur.0.0.C.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.1,0.18,lognormal,137.3,0.16,lognormal,139.5,0.16,lognormal,147.9,0.17
-M.LRM.1.bur.0.0.C.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,17.9,normal,134.4,16.2,normal,135.6,16.3,normal,141.8,15.2
-M.LRM.1.bur.0.0.C.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,20.8,lognormal,147.9,0.15,lognormal,149.7,0.15,lognormal,158.3,0.15
-M.LRM.1.bur.0.0.C.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.0,22.1,lognormal,157.9,0.14,lognormal,160.6,0.14,normal,169.2,20.9
-M.LRM.1.bur.0.0.C.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,21.1,lognormal,158.9,0.15,lognormal,187.4,0.14,normal,210.2,18.6
-M.LRM.1.bur.0.0.C.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,18.1,lognormal,133.8,0.15,lognormal,155.2,0.13,lognormal,173.4,0.13
-M.LRM.1.bur.0.0.C.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,18.2,normal,129.6,16.9,lognormal,145.0,0.11,normal,155.0,16.4
-M.LRM.1.bur.0.0.C.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,18.4,lognormal,143.1,0.14,lognormal,167.2,0.13,lognormal,187.5,0.12
-M.LRM.1.bur.0.0.C.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,19.5,lognormal,152.1,0.14,normal,177.8,20.5,normal,202.8,19.3
-M.LRM.1.bur.0.0.C.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,20.8,lognormal,154.9,0.14,normal,165.0,18.8,lognormal,176.9,0.13
-M.LRM.1.bur.0.0.C.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.9,0.17,lognormal,130.4,0.14,lognormal,139.1,0.16,lognormal,148.8,0.17
-M.LRM.1.bur.0.0.C.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,18.3,normal,125.9,16.0,normal,134.2,16.0,normal,142.1,15.9
-M.LRM.1.bur.0.0.C.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,19.2,lognormal,139.9,0.14,lognormal,149.4,0.15,lognormal,158.5,0.15
-M.LRM.1.bur.0.0.C.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,19.8,lognormal,149.4,0.14,lognormal,159.7,0.13,lognormal,169.9,0.13
-M.LRM.1.bur.0.0.C.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,156.9,23.1,lognormal,172.7,0.14,lognormal,193.1,0.11,normal,212.7,21.2
-M.LRM.1.bur.0.0.C.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,21.3,lognormal,143.6,0.16,lognormal,159.8,0.13,lognormal,173.0,0.13
-M.LRM.1.bur.0.0.C.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,19.2,normal,139.6,15.1,lognormal,148.7,0.11,lognormal,155.9,0.12
-M.LRM.1.bur.0.0.C.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.2,0.17,lognormal,154.5,0.16,lognormal,174.4,0.14,normal,188.7,20.9
-M.LRM.1.bur.0.0.C.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,152.8,0.18,lognormal,166.2,0.15,lognormal,187.1,0.12,normal,203.8,21.0
-M.LRM.1.bur.0.0.C.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,156.5,23.0,lognormal,164.9,0.13,lognormal,167.7,0.13,normal,175.9,20.0
-M.LRM.1.bur.0.0.C.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.5,0.18,lognormal,137.7,0.16,lognormal,139.5,0.16,lognormal,148.1,0.17
-M.LRM.1.bur.0.0.C.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,18.3,normal,134.5,16.1,normal,135.7,16.2,normal,141.6,14.9
-M.LRM.1.bur.0.0.C.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.8,0.17,lognormal,148.0,0.15,lognormal,149.9,0.15,lognormal,158.8,0.15
-M.LRM.1.bur.0.0.C.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,151.1,23.2,lognormal,158.6,0.14,lognormal,161.1,0.14,lognormal,170.4,0.14
-M.LRM.1.bur.0.0.D.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.8,normal,163.2,23.1,lognormal,194.1,0.15,normal,247.0,27.8
-M.LRM.1.bur.0.0.D.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,20.7,lognormal,143.9,0.16,normal,166.6,20.2,lognormal,190.6,0.09
-M.LRM.1.bur.0.0.D.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,19.4,lognormal,132.0,0.15,lognormal,150.0,0.12,normal,168.5,15.1
-M.LRM.1.bur.0.0.D.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.3,22.0,lognormal,151.6,0.16,lognormal,177.7,0.14,normal,209.2,18.1
-M.LRM.1.bur.0.0.D.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,23.7,lognormal,160.5,0.17,lognormal,187.6,0.14,normal,229.1,21.5
-M.LRM.1.bur.0.0.D.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.7,24.6,lognormal,188.1,0.14,normal,207.3,21.1,normal,247.8,25.7
-M.LRM.1.bur.0.0.D.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.6,20.8,normal,159.5,17.1,normal,175.0,16.6,normal,192.7,16.0
-M.LRM.1.bur.0.0.D.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,17.5,normal,143.1,14.0,normal,155.0,14.1,normal,169.4,14.7
-M.LRM.1.bur.0.0.D.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,160.3,23.9,normal,171.1,19.5,lognormal,190.0,0.11,normal,212.8,19.6
-M.LRM.1.bur.0.0.D.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.1,24.2,lognormal,182.6,0.13,lognormal,208.1,0.14,normal,241.6,26.2
-M.LRM.1.bur.0.0.D.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,23.0,lognormal,163.2,0.16,lognormal,193.0,0.14,normal,247.8,25.7
-M.LRM.1.bur.0.0.D.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,21.5,lognormal,143.8,0.16,lognormal,166.6,0.13,lognormal,190.8,0.09
-M.LRM.1.bur.0.0.D.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,20.0,normal,131.4,18.1,lognormal,148.2,0.11,normal,168.9,15.2
-M.LRM.1.bur.0.0.D.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,22.6,lognormal,152.6,0.16,normal,176.7,21.4,normal,208.4,18.0
-M.LRM.1.bur.0.0.D.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,22.5,normal,158.4,22.2,lognormal,187.7,0.14,normal,225.6,19.2
-M.LRM.1.bur.0.0.D.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.7,24.6,lognormal,188.1,0.14,normal,207.3,21.1,normal,247.8,25.7
-M.LRM.1.bur.0.0.D.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.6,20.8,normal,159.5,17.1,normal,175.0,16.6,normal,192.7,16.0
-M.LRM.1.bur.0.0.D.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,17.5,normal,143.1,14.0,normal,155.0,14.1,normal,169.4,14.7
-M.LRM.1.bur.0.0.D.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,160.3,23.9,normal,171.1,19.5,lognormal,190.0,0.11,normal,212.8,19.6
-M.LRM.1.bur.0.0.D.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.1,24.2,lognormal,182.6,0.13,lognormal,208.1,0.14,normal,241.6,26.2
-M.LRM.1.bur.0.0.D.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,23.5,lognormal,155.7,0.15,lognormal,177.5,0.12,normal,220.0,18.6
-M.LRM.1.bur.0.0.D.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,20.6,normal,136.6,18.0,lognormal,154.7,0.12,lognormal,177.7,0.11
-M.LRM.1.bur.0.0.D.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,18.6,normal,126.1,16.6,lognormal,139.9,0.11,normal,155.6,16.1
-M.LRM.1.bur.0.0.D.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,21.6,lognormal,145.6,0.15,normal,164.1,17.6,normal,193.4,17.0
-M.LRM.1.bur.0.0.D.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.5,lognormal,153.1,0.16,lognormal,175.7,0.13,lognormal,212.6,0.09
-M.LRM.1.bur.0.0.D.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.1,23.4,lognormal,156.6,0.15,lognormal,174.1,0.12,lognormal,191.0,0.12
-M.LRM.1.bur.0.0.D.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,20.7,lognormal,137.4,0.15,normal,152.5,16.1,normal,160.9,13.8
-M.LRM.1.bur.0.0.D.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,18.5,lognormal,126.0,0.14,normal,137.6,13.6,lognormal,145.5,0.1
-M.LRM.1.bur.0.0.D.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,21.0,lognormal,144.4,0.15,normal,161.4,17.3,lognormal,173.8,0.1
-M.LRM.1.bur.0.0.D.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,21.9,lognormal,152.0,0.15,normal,171.0,18.4,normal,182.4,16.5
-M.LRM.1.bur.0.0.D.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.9,24.7,lognormal,187.0,0.13,normal,209.1,22.0,normal,226.0,18.5
-M.LRM.1.bur.0.0.D.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,150.9,22.2,normal,159.4,17.0,normal,169.1,15.3,lognormal,178.7,0.1
-M.LRM.1.bur.0.0.D.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,17.1,lognormal,143.7,0.12,lognormal,149.8,0.11,normal,156.6,16.3
-M.LRM.1.bur.0.0.D.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,160.8,24.6,normal,171.2,19.5,normal,183.6,16.6,normal,194.9,16.8
-M.LRM.1.bur.0.0.D.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,167.5,24.0,normal,179.8,19.6,lognormal,198.3,0.11,normal,217.8,20.3
-M.LRM.1.bur.0.0.D.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.0,23.6,lognormal,178.5,0.12,lognormal,182.4,0.12,lognormal,192.2,0.12
-M.LRM.1.bur.0.0.D.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.0,21.1,normal,154.2,15.9,normal,155.8,14.8,normal,161.0,14.0
-M.LRM.1.bur.0.0.D.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.1,16.6,lognormal,138.1,0.1,lognormal,139.6,0.1,lognormal,145.6,0.11
-M.LRM.1.bur.0.0.D.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.9,22.3,lognormal,164.9,0.12,lognormal,167.4,0.11,lognormal,173.4,0.1
-M.LRM.1.bur.0.0.D.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.5,23.0,lognormal,172.6,0.11,lognormal,175.5,0.11,lognormal,186.3,0.12
-M.LRM.1.bur.0.0.D.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,24.6,normal,163.3,22.5,lognormal,193.2,0.14,lognormal,230.0,0.1
-M.LRM.1.bur.0.0.D.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,20.9,lognormal,143.8,0.16,normal,162.2,16.9,normal,179.0,17.7
-M.LRM.1.bur.0.0.D.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,19.4,normal,131.0,17.8,lognormal,145.1,0.11,lognormal,157.5,0.12
-M.LRM.1.bur.0.0.D.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,22.1,lognormal,152.8,0.16,normal,174.9,20.0,normal,195.0,17.4
-M.LRM.1.bur.0.0.D.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,23.0,lognormal,159.2,0.16,lognormal,187.5,0.14,normal,212.1,15.3
-M.LRM.1.bur.0.0.D.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,24.4,lognormal,162.4,0.15,lognormal,178.8,0.12,lognormal,191.4,0.11
-M.LRM.1.bur.0.0.D.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,21.4,normal,142.0,19.4,normal,153.6,15.3,normal,161.8,15.5
-M.LRM.1.bur.0.0.D.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,19.4,normal,129.9,17.0,lognormal,138.6,0.1,lognormal,145.0,0.1
-M.LRM.1.bur.0.0.D.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.2,22.0,lognormal,150.2,0.15,lognormal,163.9,0.12,lognormal,173.4,0.11
-M.LRM.1.bur.0.0.D.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,22.8,normal,157.4,21.0,normal,173.8,18.7,lognormal,183.7,0.1
-M.LRM.1.bur.0.0.D.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.6,24.1,lognormal,186.6,0.13,lognormal,208.8,0.12,lognormal,237.1,0.12
-M.LRM.1.bur.0.0.D.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,150.2,21.6,normal,159.2,16.6,normal,168.4,15.4,lognormal,178.5,0.1
-M.LRM.1.bur.0.0.D.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,17.5,lognormal,143.4,0.11,normal,149.6,14.7,lognormal,157.0,0.11
-M.LRM.1.bur.0.0.D.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,159.1,22.5,normal,169.9,18.2,normal,184.0,17.8,lognormal,196.3,0.1
-M.LRM.1.bur.0.0.D.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,167.9,23.6,lognormal,180.8,0.12,normal,200.6,21.2,normal,215.6,19.4
-M.LRM.1.bur.0.0.D.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,169.6,23.9,lognormal,178.2,0.12,lognormal,181.3,0.12,lognormal,191.1,0.12
-M.LRM.1.bur.0.0.D.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.5,20.6,lognormal,154.5,0.11,normal,156.1,15.0,normal,161.1,13.8
-M.LRM.1.bur.0.0.D.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.2,16.6,normal,138.3,13.5,lognormal,139.9,0.1,normal,145.4,14.2
-M.LRM.1.bur.0.0.D.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.3,22.2,normal,164.6,17.5,lognormal,167.3,0.11,lognormal,173.5,0.1
-M.LRM.1.bur.0.0.D.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,23.6,lognormal,173.8,0.12,lognormal,176.5,0.11,lognormal,186.3,0.11
-M.LRM.1.bur.0.1.A.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,17.6,lognormal,139.9,0.13,lognormal,159.7,0.15,lognormal,181.8,0.18
-M.LRM.1.bur.0.1.A.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.17,lognormal,117.0,0.17,lognormal,131.5,0.17,lognormal,149.9,0.21
-M.LRM.1.bur.0.1.A.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,15.7,lognormal,118.6,0.16,lognormal,142.9,0.16,lognormal,168.0,0.13
-M.LRM.1.bur.0.1.A.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.16,lognormal,125.2,0.15,lognormal,139.5,0.15,lognormal,160.7,0.2
-M.LRM.1.bur.0.1.A.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,17.8,lognormal,134.6,0.14,lognormal,152.6,0.16,lognormal,174.0,0.19
-M.LRM.1.bur.0.1.A.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.6,0.17,lognormal,146.1,0.17,lognormal,163.4,0.17,lognormal,181.8,0.17
-M.LRM.1.bur.0.1.A.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.1,0.21,lognormal,121.3,0.2,lognormal,132.5,0.18,lognormal,147.0,0.19
-M.LRM.1.bur.0.1.A.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.9,0.2,lognormal,126.0,0.19,lognormal,148.6,0.18,lognormal,168.6,0.14
-M.LRM.1.bur.0.1.A.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.2,0.2,lognormal,129.1,0.18,lognormal,142.0,0.17,lognormal,158.4,0.18
-M.LRM.1.bur.0.1.A.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.19,lognormal,139.2,0.16,lognormal,153.7,0.16,lognormal,175.5,0.19
-M.LRM.1.bur.0.1.A.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,18.4,lognormal,139.4,0.13,lognormal,159.4,0.15,lognormal,183.9,0.19
-M.LRM.1.bur.0.1.A.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.6,0.18,lognormal,117.5,0.18,lognormal,132.1,0.18,lognormal,149.7,0.21
-M.LRM.1.bur.0.1.A.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.4,0.17,lognormal,118.7,0.16,lognormal,141.5,0.15,normal,166.9,18.9
-M.LRM.1.bur.0.1.A.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.2,0.16,lognormal,125.3,0.15,lognormal,141.8,0.17,lognormal,161.5,0.2
-M.LRM.1.bur.0.1.A.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,17.5,lognormal,134.3,0.14,lognormal,153.4,0.16,lognormal,176.2,0.19
-M.LRM.1.bur.0.1.A.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.6,0.17,lognormal,146.1,0.17,lognormal,163.4,0.17,lognormal,181.8,0.17
-M.LRM.1.bur.0.1.A.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.1,0.21,lognormal,121.3,0.2,lognormal,132.5,0.18,lognormal,147.0,0.19
-M.LRM.1.bur.0.1.A.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.9,0.2,lognormal,126.0,0.19,lognormal,148.6,0.18,lognormal,168.6,0.14
-M.LRM.1.bur.0.1.A.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.2,0.2,lognormal,129.1,0.18,lognormal,142.0,0.17,lognormal,158.4,0.18
-M.LRM.1.bur.0.1.A.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.19,lognormal,139.2,0.16,lognormal,153.7,0.16,lognormal,175.5,0.19
-M.LRM.1.bur.0.1.A.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,18.1,lognormal,138.9,0.13,lognormal,155.7,0.13,lognormal,181.0,0.17
-M.LRM.1.bur.0.1.A.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.8,0.17,lognormal,114.9,0.15,lognormal,130.2,0.16,lognormal,149.4,0.21
-M.LRM.1.bur.0.1.A.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,15.7,lognormal,115.7,0.14,lognormal,133.7,0.14,lognormal,154.3,0.14
-M.LRM.1.bur.0.1.A.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,17.0,lognormal,124.9,0.15,lognormal,139.0,0.15,lognormal,158.9,0.18
-M.LRM.1.bur.0.1.A.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.5,0.16,lognormal,133.3,0.14,lognormal,149.8,0.14,lognormal,175.9,0.2
-M.LRM.1.bur.0.1.A.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,17.9,lognormal,138.3,0.13,lognormal,151.8,0.15,lognormal,162.5,0.16
-M.LRM.1.bur.0.1.A.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.6,0.18,lognormal,114.9,0.15,lognormal,126.7,0.19,lognormal,133.7,0.2
-M.LRM.1.bur.0.1.A.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.5,0.17,lognormal,113.9,0.15,lognormal,121.1,0.18,lognormal,129.9,0.2
-M.LRM.1.bur.0.1.A.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.8,0.16,lognormal,123.9,0.15,lognormal,134.6,0.16,lognormal,145.2,0.2
-M.LRM.1.bur.0.1.A.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.3,lognormal,132.7,0.14,lognormal,146.7,0.16,lognormal,156.9,0.18
-M.LRM.1.bur.0.1.A.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.6,0.17,lognormal,146.6,0.17,lognormal,162.9,0.16,lognormal,180.9,0.17
-M.LRM.1.bur.0.1.A.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.9,0.21,lognormal,121.7,0.21,lognormal,132.8,0.18,lognormal,146.7,0.19
-M.LRM.1.bur.0.1.A.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.6,0.21,lognormal,127.4,0.2,lognormal,144.0,0.16,lognormal,157.8,0.15
-M.LRM.1.bur.0.1.A.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.8,0.2,lognormal,129.2,0.18,lognormal,142.7,0.17,lognormal,158.9,0.18
-M.LRM.1.bur.0.1.A.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.8,0.19,lognormal,140.9,0.18,lognormal,156.3,0.18,lognormal,175.3,0.19
-M.LRM.1.bur.0.1.A.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.8,0.16,lognormal,144.0,0.16,lognormal,153.1,0.15,lognormal,162.5,0.17
-M.LRM.1.bur.0.1.A.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.7,0.21,lognormal,120.7,0.21,lognormal,127.0,0.19,lognormal,132.8,0.2
-M.LRM.1.bur.0.1.A.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.5,0.21,lognormal,122.1,0.2,lognormal,123.3,0.2,lognormal,130.2,0.2
-M.LRM.1.bur.0.1.A.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.0,0.2,lognormal,128.6,0.18,lognormal,134.8,0.16,lognormal,142.9,0.18
-M.LRM.1.bur.0.1.A.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.2,0.18,lognormal,138.7,0.17,lognormal,147.0,0.16,lognormal,155.8,0.18
-M.LRM.1.bur.0.1.A.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,18.5,lognormal,139.8,0.13,lognormal,158.4,0.14,lognormal,178.9,0.16
-M.LRM.1.bur.0.1.A.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.8,0.18,lognormal,117.4,0.17,lognormal,131.7,0.18,lognormal,147.4,0.19
-M.LRM.1.bur.0.1.A.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,16.1,lognormal,118.9,0.16,lognormal,140.5,0.15,lognormal,156.9,0.14
-M.LRM.1.bur.0.1.A.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.16,lognormal,125.2,0.15,lognormal,142.4,0.17,lognormal,158.5,0.18
-M.LRM.1.bur.0.1.A.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.4,0.16,lognormal,134.8,0.14,lognormal,151.7,0.15,lognormal,173.4,0.18
-M.LRM.1.bur.0.1.A.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,17.7,lognormal,139.6,0.14,lognormal,152.7,0.15,lognormal,162.2,0.16
-M.LRM.1.bur.0.1.A.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.17,lognormal,116.8,0.18,lognormal,126.1,0.19,lognormal,132.7,0.2
-M.LRM.1.bur.0.1.A.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.6,0.17,lognormal,115.5,0.16,lognormal,123.0,0.2,lognormal,130.4,0.2
-M.LRM.1.bur.0.1.A.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,16.5,lognormal,124.7,0.15,lognormal,136.3,0.18,lognormal,143.4,0.18
-M.LRM.1.bur.0.1.A.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,17.8,lognormal,134.3,0.14,lognormal,146.9,0.16,lognormal,156.8,0.18
-M.LRM.1.bur.0.1.A.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.2,0.18,lognormal,146.7,0.17,lognormal,164.7,0.18,lognormal,181.9,0.17
-M.LRM.1.bur.0.1.A.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.5,0.21,lognormal,121.2,0.21,lognormal,133.0,0.19,lognormal,150.0,0.21
-M.LRM.1.bur.0.1.A.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.5,0.2,lognormal,127.3,0.2,lognormal,143.8,0.16,lognormal,156.3,0.14
-M.LRM.1.bur.0.1.A.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.2,lognormal,131.0,0.19,lognormal,142.8,0.17,lognormal,160.1,0.19
-M.LRM.1.bur.0.1.A.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.0,0.19,lognormal,141.2,0.18,lognormal,156.0,0.18,lognormal,175.2,0.19
-M.LRM.1.bur.0.1.A.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.7,0.16,lognormal,143.7,0.15,lognormal,152.6,0.15,lognormal,161.8,0.16
-M.LRM.1.bur.0.1.A.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.8,0.21,lognormal,121.0,0.21,lognormal,126.8,0.19,lognormal,132.6,0.19
-M.LRM.1.bur.0.1.A.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.3,0.2,lognormal,122.0,0.2,lognormal,123.3,0.2,lognormal,131.3,0.21
-M.LRM.1.bur.0.1.A.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.2,lognormal,128.5,0.18,lognormal,136.2,0.17,lognormal,142.9,0.18
-M.LRM.1.bur.0.1.A.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.5,0.18,lognormal,138.6,0.17,lognormal,147.3,0.17,lognormal,156.7,0.18
-M.LRM.1.bur.0.1.B.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.2,19.3,lognormal,151.2,0.17,lognormal,176.1,0.19,lognormal,214.5,0.26
-M.LRM.1.bur.0.1.B.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.3,0.19,lognormal,126.3,0.19,lognormal,149.0,0.23,lognormal,178.5,0.3
-M.LRM.1.bur.0.1.B.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.5,lognormal,123.9,0.16,lognormal,147.0,0.15,normal,169.2,16.9
-M.LRM.1.bur.0.1.B.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.5,0.18,lognormal,135.7,0.18,lognormal,159.5,0.22,lognormal,192.8,0.3
-M.LRM.1.bur.0.1.B.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,20.0,lognormal,144.9,0.17,lognormal,171.7,0.21,lognormal,205.7,0.27
-M.LRM.1.bur.0.1.B.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.5,0.21,lognormal,163.5,0.21,lognormal,188.8,0.22,lognormal,214.5,0.26
-M.LRM.1.bur.0.1.B.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.23,lognormal,135.2,0.24,lognormal,156.0,0.27,lognormal,178.2,0.3
-M.LRM.1.bur.0.1.B.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.22,normal,135.6,23.0,normal,152.6,20.6,lognormal,169.7,0.11
-M.LRM.1.bur.0.1.B.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.1,0.22,lognormal,145.1,0.22,lognormal,171.4,0.28,lognormal,194.0,0.3
-M.LRM.1.bur.0.1.B.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.5,0.21,lognormal,156.1,0.22,lognormal,180.9,0.25,lognormal,204.0,0.27
-M.LRM.1.bur.0.1.B.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,20.0,lognormal,149.9,0.16,lognormal,175.9,0.19,lognormal,214.1,0.26
-M.LRM.1.bur.0.1.B.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.1,0.19,lognormal,126.6,0.19,lognormal,148.8,0.22,lognormal,177.7,0.3
-M.LRM.1.bur.0.1.B.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.8,0.18,lognormal,124.3,0.16,normal,146.1,19.0,lognormal,169.3,0.11
-M.LRM.1.bur.0.1.B.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.0,0.18,lognormal,134.5,0.17,lognormal,159.3,0.22,lognormal,192.0,0.29
-M.LRM.1.bur.0.1.B.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,19.5,lognormal,143.8,0.17,lognormal,169.2,0.2,lognormal,205.4,0.27
-M.LRM.1.bur.0.1.B.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.5,0.21,lognormal,163.5,0.21,lognormal,188.8,0.22,lognormal,214.5,0.26
-M.LRM.1.bur.0.1.B.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.23,lognormal,135.2,0.24,lognormal,156.0,0.27,lognormal,178.2,0.3
-M.LRM.1.bur.0.1.B.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.22,normal,135.6,23.0,normal,152.6,20.6,lognormal,169.7,0.11
-M.LRM.1.bur.0.1.B.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.1,0.22,lognormal,145.1,0.22,lognormal,171.4,0.28,lognormal,194.0,0.3
-M.LRM.1.bur.0.1.B.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.5,0.21,lognormal,156.1,0.22,lognormal,180.9,0.25,lognormal,204.0,0.27
-M.LRM.1.bur.0.1.B.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,19.3,lognormal,145.3,0.14,lognormal,166.3,0.15,lognormal,199.6,0.2
-M.LRM.1.bur.0.1.B.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.8,0.19,lognormal,124.2,0.18,lognormal,141.2,0.18,lognormal,166.1,0.24
-M.LRM.1.bur.0.1.B.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,17.3,lognormal,120.3,0.15,lognormal,136.0,0.13,lognormal,155.4,0.13
-M.LRM.1.bur.0.1.B.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.18,lognormal,132.4,0.17,lognormal,150.3,0.17,lognormal,181.5,0.25
-M.LRM.1.bur.0.1.B.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.0,0.17,lognormal,140.0,0.15,lognormal,159.7,0.15,lognormal,193.4,0.22
-M.LRM.1.bur.0.1.B.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,19.5,lognormal,144.5,0.14,lognormal,158.8,0.14,lognormal,173.2,0.16
-M.LRM.1.bur.0.1.B.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.4,0.19,lognormal,122.6,0.17,lognormal,132.9,0.18,lognormal,143.5,0.21
-M.LRM.1.bur.0.1.B.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,17.5,lognormal,118.9,0.16,lognormal,128.8,0.17,lognormal,140.3,0.2
-M.LRM.1.bur.0.1.B.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.8,0.18,lognormal,130.9,0.16,lognormal,142.7,0.16,lognormal,154.5,0.19
-M.LRM.1.bur.0.1.B.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.17,lognormal,139.2,0.15,lognormal,152.7,0.15,lognormal,165.2,0.17
-M.LRM.1.bur.0.1.B.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.0,0.21,lognormal,165.5,0.22,lognormal,187.8,0.22,lognormal,204.7,0.22
-M.LRM.1.bur.0.1.B.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.2,0.24,lognormal,135.4,0.24,lognormal,154.0,0.25,lognormal,167.8,0.25
-M.LRM.1.bur.0.1.B.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.4,0.22,lognormal,135.4,0.19,normal,146.3,17.9,lognormal,158.1,0.13
-M.LRM.1.bur.0.1.B.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.8,0.23,lognormal,146.5,0.23,lognormal,167.3,0.26,lognormal,181.1,0.24
-M.LRM.1.bur.0.1.B.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.21,lognormal,157.6,0.23,lognormal,182.4,0.25,lognormal,197.5,0.22
-M.LRM.1.bur.0.1.B.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.9,0.2,lognormal,158.3,0.19,lognormal,162.8,0.16,lognormal,174.6,0.17
-M.LRM.1.bur.0.1.B.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.24,lognormal,130.9,0.22,lognormal,134.0,0.19,lognormal,143.0,0.2
-M.LRM.1.bur.0.1.B.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.21,lognormal,129.6,0.19,lognormal,131.0,0.19,lognormal,139.7,0.19
-M.LRM.1.bur.0.1.B.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.6,0.21,lognormal,139.4,0.19,lognormal,143.2,0.17,lognormal,154.4,0.19
-M.LRM.1.bur.0.1.B.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.1,0.21,lognormal,151.9,0.2,lognormal,155.7,0.17,lognormal,167.1,0.18
-M.LRM.1.bur.0.1.B.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,19.9,lognormal,149.7,0.16,lognormal,175.9,0.19,lognormal,202.3,0.21
-M.LRM.1.bur.0.1.B.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.0,0.19,lognormal,127.7,0.2,lognormal,149.5,0.23,lognormal,168.8,0.25
-M.LRM.1.bur.0.1.B.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,17.5,lognormal,124.1,0.16,lognormal,143.1,0.13,lognormal,157.9,0.13
-M.LRM.1.bur.0.1.B.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.0,0.18,lognormal,134.9,0.17,lognormal,159.3,0.21,lognormal,183.8,0.25
-M.LRM.1.bur.0.1.B.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,19.5,lognormal,144.0,0.17,lognormal,169.4,0.2,lognormal,195.2,0.23
-M.LRM.1.bur.0.1.B.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,19.5,lognormal,148.0,0.15,lognormal,160.6,0.15,lognormal,173.2,0.16
-M.LRM.1.bur.0.1.B.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.4,0.19,lognormal,124.6,0.18,lognormal,133.8,0.19,lognormal,143.6,0.2
-M.LRM.1.bur.0.1.B.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,17.2,lognormal,121.2,0.16,lognormal,130.4,0.18,lognormal,140.1,0.2
-M.LRM.1.bur.0.1.B.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.5,0.18,lognormal,133.2,0.17,lognormal,144.1,0.18,lognormal,156.0,0.2
-M.LRM.1.bur.0.1.B.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.7,0.17,lognormal,142.8,0.16,lognormal,153.7,0.16,lognormal,164.2,0.16
-M.LRM.1.bur.0.1.B.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.9,0.21,lognormal,163.9,0.21,lognormal,188.4,0.23,lognormal,206.0,0.23
-M.LRM.1.bur.0.1.B.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.24,lognormal,136.5,0.25,lognormal,154.9,0.26,lognormal,168.4,0.26
-M.LRM.1.bur.0.1.B.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.5,0.22,lognormal,135.6,0.19,lognormal,147.0,0.14,lognormal,158.0,0.13
-M.LRM.1.bur.0.1.B.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.5,0.23,lognormal,147.1,0.24,lognormal,168.2,0.26,lognormal,182.9,0.24
-M.LRM.1.bur.0.1.B.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.4,0.22,lognormal,157.1,0.22,lognormal,181.4,0.24,lognormal,194.9,0.22
-M.LRM.1.bur.0.1.B.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.9,0.21,lognormal,158.4,0.19,lognormal,162.9,0.16,lognormal,173.5,0.16
-M.LRM.1.bur.0.1.B.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.5,0.23,lognormal,130.3,0.21,lognormal,133.7,0.19,lognormal,143.3,0.21
-M.LRM.1.bur.0.1.B.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.21,lognormal,129.6,0.19,lognormal,131.3,0.19,lognormal,140.5,0.2
-M.LRM.1.bur.0.1.B.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.7,0.22,lognormal,141.1,0.21,lognormal,144.7,0.18,lognormal,154.2,0.19
-M.LRM.1.bur.0.1.B.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.3,0.21,lognormal,150.8,0.19,lognormal,154.8,0.16,lognormal,167.0,0.18
-M.LRM.1.bur.0.1.C.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.5,20.6,lognormal,157.3,0.14,normal,186.1,21.6,normal,227.5,24.0
-M.LRM.1.bur.0.1.C.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,17.9,lognormal,133.0,0.14,lognormal,158.2,0.14,normal,187.5,22.4
-M.LRM.1.bur.0.1.C.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.9,normal,129.5,17.2,lognormal,150.7,0.12,normal,171.3,14.9
-M.LRM.1.bur.0.1.C.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,19.2,lognormal,143.8,0.15,lognormal,169.8,0.13,normal,204.2,24.3
-M.LRM.1.bur.0.1.C.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,19.9,normal,152.8,19.8,normal,179.2,19.9,normal,214.9,20.7
-M.LRM.1.bur.0.1.C.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,157.2,23.0,lognormal,172.4,0.14,lognormal,197.6,0.12,normal,227.4,22.8
-M.LRM.1.bur.0.1.C.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.18,lognormal,144.3,0.17,lognormal,164.2,0.14,normal,187.8,22.7
-M.LRM.1.bur.0.1.C.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,19.4,lognormal,141.3,0.12,lognormal,156.6,0.1,lognormal,172.9,0.1
-M.LRM.1.bur.0.1.C.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.7,0.17,lognormal,154.4,0.16,lognormal,180.2,0.15,normal,206.2,25.5
-M.LRM.1.bur.0.1.C.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.3,0.17,lognormal,165.8,0.15,lognormal,192.2,0.13,normal,218.1,22.4
-M.LRM.1.bur.0.1.C.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.4,21.3,lognormal,157.5,0.14,lognormal,187.1,0.13,normal,233.9,26.9
-M.LRM.1.bur.0.1.C.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,18.2,lognormal,133.4,0.14,lognormal,157.3,0.13,normal,186.3,22.6
-M.LRM.1.bur.0.1.C.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,18.3,normal,129.6,17.1,normal,150.1,15.9,lognormal,171.3,0.09
-M.LRM.1.bur.0.1.C.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,18.5,lognormal,142.6,0.15,lognormal,171.1,0.14,lognormal,206.4,0.14
-M.LRM.1.bur.0.1.C.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,19.3,lognormal,152.6,0.14,normal,182.1,22.5,normal,221.4,26.3
-M.LRM.1.bur.0.1.C.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,157.2,23.0,lognormal,172.4,0.14,lognormal,197.6,0.12,normal,227.4,22.8
-M.LRM.1.bur.0.1.C.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.18,lognormal,144.3,0.17,lognormal,164.2,0.14,normal,187.8,22.7
-M.LRM.1.bur.0.1.C.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,19.4,lognormal,141.3,0.12,lognormal,156.6,0.1,lognormal,172.9,0.1
-M.LRM.1.bur.0.1.C.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.7,0.17,lognormal,154.4,0.16,lognormal,180.2,0.15,normal,206.2,25.5
-M.LRM.1.bur.0.1.C.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.3,0.17,lognormal,165.8,0.15,lognormal,192.2,0.13,normal,218.1,22.4
-M.LRM.1.bur.0.1.C.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,20.4,normal,151.8,18.4,lognormal,173.5,0.12,normal,209.7,19.8
-M.LRM.1.bur.0.1.C.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,17.8,lognormal,129.7,0.14,lognormal,148.2,0.13,lognormal,174.9,0.15
-M.LRM.1.bur.0.1.C.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,17.6,lognormal,124.4,0.14,normal,138.6,14.6,lognormal,158.4,0.13
-M.LRM.1.bur.0.1.C.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,18.5,lognormal,138.2,0.13,lognormal,157.7,0.12,lognormal,188.5,0.13
-M.LRM.1.bur.0.1.C.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,19.9,lognormal,147.9,0.14,lognormal,168.4,0.12,lognormal,202.6,0.12
-M.LRM.1.bur.0.1.C.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,20.1,lognormal,151.7,0.14,lognormal,164.4,0.12,lognormal,178.3,0.13
-M.LRM.1.bur.0.1.C.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,17.6,lognormal,127.8,0.14,lognormal,137.4,0.15,lognormal,150.3,0.18
-M.LRM.1.bur.0.1.C.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.8,lognormal,123.1,0.14,normal,132.7,15.3,lognormal,144.3,0.13
-M.LRM.1.bur.0.1.C.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,18.4,lognormal,136.3,0.13,lognormal,147.9,0.14,lognormal,160.4,0.16
-M.LRM.1.bur.0.1.C.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,20.3,lognormal,146.0,0.13,lognormal,157.5,0.13,lognormal,172.5,0.15
-M.LRM.1.bur.0.1.C.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,157.9,23.8,lognormal,172.1,0.14,lognormal,197.5,0.12,normal,215.6,22.1
-M.LRM.1.bur.0.1.C.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,20.7,lognormal,144.0,0.17,normal,160.8,19.7,lognormal,177.0,0.14
-M.LRM.1.bur.0.1.C.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,18.6,lognormal,139.3,0.11,normal,149.6,16.0,lognormal,159.8,0.14
-M.LRM.1.bur.0.1.C.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.8,0.18,normal,154.7,21.6,lognormal,173.7,0.12,lognormal,192.0,0.14
-M.LRM.1.bur.0.1.C.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.7,0.17,lognormal,165.5,0.14,lognormal,186.1,0.12,lognormal,205.9,0.12
-M.LRM.1.bur.0.1.C.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,156.4,22.2,normal,163.9,18.9,lognormal,167.3,0.12,normal,178.9,21.9
-M.LRM.1.bur.0.1.C.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.3,0.18,lognormal,138.1,0.17,lognormal,140.0,0.17,lognormal,149.7,0.18
-M.LRM.1.bur.0.1.C.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,18.3,normal,134.5,16.7,normal,135.9,16.9,lognormal,145.2,0.13
-M.LRM.1.bur.0.1.C.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.9,0.17,lognormal,149.1,0.16,lognormal,151.6,0.16,lognormal,161.8,0.16
-M.LRM.1.bur.0.1.C.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.9,23.2,normal,157.5,19.5,lognormal,160.4,0.13,lognormal,173.1,0.15
-M.LRM.1.bur.0.1.C.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,19.9,lognormal,157.2,0.14,lognormal,185.9,0.13,normal,214.0,21.0
-M.LRM.1.bur.0.1.C.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.8,0.17,lognormal,133.8,0.15,normal,155.1,17.7,lognormal,177.5,0.15
-M.LRM.1.bur.0.1.C.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,18.0,lognormal,129.7,0.15,normal,145.6,15.2,lognormal,159.0,0.13
-M.LRM.1.bur.0.1.C.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,18.7,lognormal,142.9,0.15,normal,167.6,19.4,lognormal,193.9,0.14
-M.LRM.1.bur.0.1.C.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,19.2,lognormal,151.9,0.14,normal,179.3,20.6,lognormal,209.7,0.13
-M.LRM.1.bur.0.1.C.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,20.1,lognormal,154.0,0.14,lognormal,165.2,0.12,lognormal,179.8,0.14
-M.LRM.1.bur.0.1.C.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,18.2,lognormal,130.1,0.14,lognormal,137.8,0.15,lognormal,149.9,0.18
-M.LRM.1.bur.0.1.C.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,18.2,normal,126.3,16.1,normal,134.0,15.7,lognormal,145.0,0.13
-M.LRM.1.bur.0.1.C.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,19.3,lognormal,139.7,0.14,lognormal,149.3,0.15,lognormal,160.4,0.16
-M.LRM.1.bur.0.1.C.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,20.2,lognormal,149.0,0.14,lognormal,160.4,0.14,lognormal,172.5,0.15
-M.LRM.1.bur.0.1.C.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,156.8,23.3,lognormal,171.8,0.14,lognormal,194.9,0.12,normal,213.0,20.1
-M.LRM.1.bur.0.1.C.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.2,0.18,lognormal,144.2,0.17,normal,160.5,18.8,lognormal,177.5,0.15
-M.LRM.1.bur.0.1.C.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,19.0,lognormal,140.1,0.12,lognormal,150.8,0.12,lognormal,160.1,0.13
-M.LRM.1.bur.0.1.C.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.5,0.18,lognormal,155.1,0.16,lognormal,175.6,0.13,lognormal,193.8,0.14
-M.LRM.1.bur.0.1.C.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,152.2,0.18,lognormal,164.6,0.14,lognormal,187.8,0.12,lognormal,208.7,0.12
-M.LRM.1.bur.0.1.C.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.0,21.6,normal,163.9,19.1,normal,166.4,18.8,lognormal,178.8,0.14
-M.LRM.1.bur.0.1.C.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,21.1,lognormal,137.7,0.16,lognormal,139.5,0.16,lognormal,149.8,0.18
-M.LRM.1.bur.0.1.C.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,18.6,normal,134.7,16.2,normal,136.0,16.6,normal,144.6,16.8
-M.LRM.1.bur.0.1.C.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.6,0.18,lognormal,148.9,0.16,lognormal,151.1,0.16,normal,159.4,22.1
-M.LRM.1.bur.0.1.C.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.5,0.17,lognormal,157.9,0.14,normal,160.0,19.4,lognormal,172.5,0.15
-M.LRM.1.bur.0.1.D.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,22.8,lognormal,162.7,0.16,lognormal,194.6,0.15,normal,248.1,25.0
-M.LRM.1.bur.0.1.D.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,21.2,lognormal,143.7,0.16,normal,168.6,19.1,normal,195.7,14.3
-M.LRM.1.bur.0.1.D.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,19.7,normal,131.6,17.5,lognormal,152.1,0.12,lognormal,173.3,0.09
-M.LRM.1.bur.0.1.D.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,22.4,lognormal,152.1,0.16,lognormal,180.8,0.15,normal,212.4,15.2
-M.LRM.1.bur.0.1.D.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,22.9,normal,159.7,22.6,normal,189.0,23.4,lognormal,235.0,0.09
-M.LRM.1.bur.0.1.D.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.4,25.3,normal,186.9,22.8,normal,211.3,20.4,normal,248.0,25.3
-M.LRM.1.bur.0.1.D.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,150.7,21.7,normal,160.3,16.0,normal,178.5,15.9,normal,196.1,14.6
-M.LRM.1.bur.0.1.D.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,17.1,lognormal,143.6,0.11,normal,158.3,13.9,lognormal,173.6,0.1
-M.LRM.1.bur.0.1.D.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,160.6,23.7,normal,172.0,19.0,normal,192.6,17.4,lognormal,218.2,0.09
-M.LRM.1.bur.0.1.D.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.5,24.6,lognormal,182.9,0.13,normal,209.9,22.9,lognormal,250.0,0.12
-M.LRM.1.bur.0.1.D.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,24.1,lognormal,163.0,0.16,lognormal,197.5,0.16,lognormal,235.0,0.08
-M.LRM.1.bur.0.1.D.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,21.0,lognormal,144.1,0.16,normal,168.7,20.8,normal,195.5,14.2
-M.LRM.1.bur.0.1.D.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,19.7,normal,130.9,17.5,lognormal,151.4,0.12,lognormal,173.0,0.09
-M.LRM.1.bur.0.1.D.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,22.0,lognormal,152.4,0.17,normal,180.0,22.5,lognormal,216.2,0.09
-M.LRM.1.bur.0.1.D.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,23.0,normal,158.5,22.2,normal,189.7,24.5,lognormal,248.5,0.13
-M.LRM.1.bur.0.1.D.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.4,25.3,normal,186.9,22.8,normal,211.3,20.4,normal,248.0,25.3
-M.LRM.1.bur.0.1.D.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,150.7,21.7,normal,160.3,16.0,normal,178.5,15.9,normal,196.1,14.6
-M.LRM.1.bur.0.1.D.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,17.1,lognormal,143.6,0.11,normal,158.3,13.9,lognormal,173.6,0.1
-M.LRM.1.bur.0.1.D.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,160.6,23.7,normal,172.0,19.0,normal,192.6,17.4,lognormal,218.2,0.09
-M.LRM.1.bur.0.1.D.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.5,24.6,lognormal,182.9,0.13,normal,209.9,22.9,lognormal,250.0,0.12
-M.LRM.1.bur.0.1.D.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,23.3,lognormal,156.9,0.15,lognormal,180.2,0.13,normal,216.0,14.7
-M.LRM.1.bur.0.1.D.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,20.2,lognormal,137.3,0.15,lognormal,154.7,0.11,lognormal,180.9,0.12
-M.LRM.1.bur.0.1.D.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.7,normal,126.0,16.4,lognormal,140.1,0.11,lognormal,159.2,0.12
-M.LRM.1.bur.0.1.D.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,22.2,lognormal,145.5,0.15,lognormal,165.9,0.12,lognormal,196.5,0.1
-M.LRM.1.bur.0.1.D.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,22.6,lognormal,152.5,0.15,lognormal,174.5,0.12,normal,212.7,17.4
-M.LRM.1.bur.0.1.D.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.5,23.0,lognormal,156.2,0.15,lognormal,175.1,0.12,lognormal,193.5,0.11
-M.LRM.1.bur.0.1.D.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,19.9,lognormal,136.8,0.15,lognormal,152.7,0.12,normal,164.6,14.9
-M.LRM.1.bur.0.1.D.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,19.0,normal,125.8,16.3,lognormal,136.6,0.1,lognormal,148.6,0.11
-M.LRM.1.bur.0.1.D.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,21.2,lognormal,143.7,0.14,lognormal,161.9,0.12,normal,176.3,17.0
-M.LRM.1.bur.0.1.D.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,21.7,normal,151.7,19.7,lognormal,170.7,0.12,normal,186.7,18.0
-M.LRM.1.bur.0.1.D.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.3,24.9,normal,186.8,21.8,lognormal,210.7,0.1,normal,219.4,13.5
-M.LRM.1.bur.0.1.D.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,151.3,21.9,normal,158.9,15.4,lognormal,171.3,0.1,normal,183.0,19.6
-M.LRM.1.bur.0.1.D.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,16.9,lognormal,142.8,0.11,lognormal,150.9,0.11,lognormal,160.4,0.13
-M.LRM.1.bur.0.1.D.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,160.1,23.3,normal,171.1,19.0,normal,186.2,16.7,normal,200.5,19.5
-M.LRM.1.bur.0.1.D.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.0,23.9,lognormal,181.0,0.12,normal,201.9,19.6,normal,221.2,20.3
-M.LRM.1.bur.0.1.D.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,169.4,23.5,lognormal,177.5,0.12,lognormal,180.2,0.11,lognormal,193.2,0.11
-M.LRM.1.bur.0.1.D.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,20.2,lognormal,153.8,0.11,normal,155.7,15.3,normal,165.7,16.1
-M.LRM.1.bur.0.1.D.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,16.8,normal,138.8,13.7,lognormal,140.1,0.1,lognormal,148.8,0.11
-M.LRM.1.bur.0.1.D.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.7,22.3,lognormal,165.8,0.12,lognormal,167.8,0.11,normal,176.8,15.9
-M.LRM.1.bur.0.1.D.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,22.4,lognormal,174.0,0.12,lognormal,177.4,0.11,lognormal,189.3,0.11
-M.LRM.1.bur.0.1.D.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,25.3,normal,163.7,22.3,normal,193.2,24.1,normal,225.8,16.8
-M.LRM.1.bur.0.1.D.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,20.7,lognormal,143.4,0.16,normal,163.0,17.4,lognormal,185.4,0.13
-M.LRM.1.bur.0.1.D.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,19.6,normal,131.5,18.0,normal,146.6,15.4,lognormal,162.0,0.13
-M.LRM.1.bur.0.1.D.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,22.1,lognormal,153.3,0.17,normal,177.1,20.9,normal,201.6,19.6
-M.LRM.1.bur.0.1.D.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,22.3,lognormal,158.9,0.16,lognormal,188.7,0.14,lognormal,224.1,0.11
-M.LRM.1.bur.0.1.D.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.6,24.0,normal,160.0,20.7,lognormal,178.0,0.12,lognormal,192.7,0.11
-M.LRM.1.bur.0.1.D.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,20.5,lognormal,141.9,0.15,normal,154.7,15.9,normal,165.1,15.8
-M.LRM.1.bur.0.1.D.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,19.7,normal,129.9,17.1,normal,138.8,13.6,lognormal,148.6,0.11
-M.LRM.1.bur.0.1.D.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.2,21.6,lognormal,150.0,0.15,normal,164.1,17.2,lognormal,177.9,0.11
-M.LRM.1.bur.0.1.D.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,23.3,normal,157.8,21.3,lognormal,173.4,0.12,lognormal,190.2,0.12
-M.LRM.1.bur.0.1.D.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.1,24.1,normal,187.1,21.7,normal,209.8,20.4,normal,226.7,17.2
-M.LRM.1.bur.0.1.D.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,150.7,21.8,normal,158.8,15.9,normal,170.1,15.0,lognormal,183.2,0.12
-M.LRM.1.bur.0.1.D.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,18.0,normal,143.4,15.2,normal,152.0,15.7,lognormal,160.5,0.12
-M.LRM.1.bur.0.1.D.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,160.0,23.5,normal,171.3,19.4,lognormal,186.8,0.1,lognormal,202.0,0.11
-M.LRM.1.bur.0.1.D.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.0,23.9,lognormal,183.6,0.14,normal,201.9,17.4,lognormal,217.2,0.09
-M.LRM.1.bur.0.1.D.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,168.9,23.2,lognormal,177.7,0.12,lognormal,180.3,0.11,lognormal,193.4,0.11
-M.LRM.1.bur.0.1.D.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.9,20.8,lognormal,154.3,0.11,normal,156.1,15.2,lognormal,165.4,0.1
-M.LRM.1.bur.0.1.D.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,16.6,lognormal,139.0,0.11,lognormal,140.4,0.1,lognormal,149.0,0.11
-M.LRM.1.bur.0.1.D.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,22.3,normal,165.0,17.8,lognormal,167.4,0.11,lognormal,177.4,0.1
-M.LRM.1.bur.0.1.D.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.4,23.9,lognormal,174.5,0.12,lognormal,177.6,0.11,normal,188.5,18.6
-M.LRM.1.bur.1.0.A.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.8,lognormal,164.7,0.16,normal,195.8,25.8,normal,249.3,22.0
-M.LRM.1.bur.1.0.A.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,20.6,lognormal,143.9,0.16,lognormal,173.4,0.16,normal,214.2,22.1
-M.LRM.1.bur.1.0.A.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,19.5,lognormal,133.8,0.16,lognormal,162.7,0.16,lognormal,198.4,0.1
-M.LRM.1.bur.1.0.A.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,21.2,lognormal,152.9,0.17,normal,184.5,26.1,normal,232.8,24.2
-M.LRM.1.bur.1.0.A.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,23.6,lognormal,160.8,0.16,normal,190.6,24.8,normal,248.3,24.5
-M.LRM.1.bur.1.0.A.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,174.2,26.7,normal,195.4,25.4,normal,228.6,25.8,normal,250.1,19.8
-M.LRM.1.bur.1.0.A.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.2,22.9,lognormal,167.6,0.14,normal,196.8,23.8,normal,214.5,19.7
-M.LRM.1.bur.1.0.A.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,23.6,lognormal,161.0,0.15,lognormal,183.5,0.13,normal,200.7,18.2
-M.LRM.1.bur.1.0.A.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,159.5,24.8,lognormal,178.5,0.14,lognormal,207.8,0.13,normal,246.8,28.4
-M.LRM.1.bur.1.0.A.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.3,25.0,lognormal,189.6,0.14,normal,217.6,23.2,normal,248.7,23.3
-M.LRM.1.bur.1.0.A.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.8,23.3,lognormal,164.1,0.16,lognormal,195.7,0.15,normal,249.4,21.6
-M.LRM.1.bur.1.0.A.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,20.3,lognormal,144.1,0.16,lognormal,173.0,0.15,normal,218.0,24.8
-M.LRM.1.bur.1.0.A.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,19.6,lognormal,134.7,0.17,lognormal,160.1,0.15,normal,200.2,19.3
-M.LRM.1.bur.1.0.A.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,21.2,lognormal,153.0,0.17,lognormal,183.3,0.15,normal,227.1,22.5
-M.LRM.1.bur.1.0.A.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,24.2,lognormal,159.9,0.16,normal,189.9,24.6,normal,248.2,24.6
-M.LRM.1.bur.1.0.A.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,18.0,lognormal,139.3,0.13,lognormal,149.8,0.12,lognormal,163.4,0.11
-M.LRM.1.bur.1.0.A.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.3,0.18,lognormal,117.2,0.18,lognormal,124.4,0.14,lognormal,135.4,0.13
-M.LRM.1.bur.1.0.A.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.9,0.17,lognormal,116.8,0.14,lognormal,123.7,0.13,lognormal,132.8,0.13
-M.LRM.1.bur.1.0.A.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.18,lognormal,125.1,0.15,lognormal,133.4,0.13,lognormal,146.3,0.13
-M.LRM.1.bur.1.0.A.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.5,0.16,lognormal,134.1,0.14,lognormal,143.7,0.13,lognormal,157.7,0.12
-M.LRM.1.bur.1.0.A.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,22.9,lognormal,156.2,0.15,lognormal,178.1,0.12,normal,221.3,17.7
-M.LRM.1.bur.1.0.A.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,19.9,lognormal,136.6,0.15,lognormal,156.3,0.13,lognormal,194.7,0.15
-M.LRM.1.bur.1.0.A.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.8,lognormal,127.9,0.16,normal,146.1,16.6,normal,186.3,19.4
-M.LRM.1.bur.1.0.A.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,20.7,lognormal,144.2,0.14,lognormal,164.8,0.12,normal,205.9,23.1
-M.LRM.1.bur.1.0.A.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.2,lognormal,153.4,0.16,lognormal,173.9,0.12,lognormal,219.2,0.11
-M.LRM.1.bur.1.0.A.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,22.8,lognormal,155.8,0.15,normal,173.0,18.4,lognormal,192.0,0.11
-M.LRM.1.bur.1.0.A.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,19.7,lognormal,135.4,0.14,lognormal,150.2,0.12,normal,165.6,17.7
-M.LRM.1.bur.1.0.A.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,18.4,lognormal,126.7,0.15,lognormal,142.6,0.12,lognormal,155.8,0.11
-M.LRM.1.bur.1.0.A.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,21.0,lognormal,143.9,0.14,normal,158.5,16.9,lognormal,176.4,0.12
-M.LRM.1.bur.1.0.A.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.0,lognormal,151.1,0.14,lognormal,169.8,0.12,normal,186.1,18.2
-M.LRM.1.bur.1.0.A.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,173.9,27.6,normal,195.0,25.7,normal,213.5,20.2,normal,226.6,18.4
-M.LRM.1.bur.1.0.A.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.3,22.5,lognormal,166.8,0.14,lognormal,185.8,0.14,lognormal,199.8,0.15
-M.LRM.1.bur.1.0.A.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.6,lognormal,159.5,0.15,normal,178.6,21.6,normal,191.0,21.9
-M.LRM.1.bur.1.0.A.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.8,23.6,lognormal,177.7,0.14,lognormal,198.5,0.13,normal,213.5,26.5
-M.LRM.1.bur.1.0.A.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.4,25.6,lognormal,189.1,0.14,lognormal,208.1,0.11,normal,222.9,21.3
-M.LRM.1.bur.1.0.A.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,169.8,23.6,lognormal,177.2,0.12,lognormal,179.7,0.11,normal,191.0,17.6
-M.LRM.1.bur.1.0.A.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.6,20.8,lognormal,153.2,0.12,lognormal,154.8,0.12,normal,166.2,17.7
-M.LRM.1.bur.1.0.A.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,19.9,lognormal,145.6,0.12,lognormal,148.2,0.12,normal,156.8,16.4
-M.LRM.1.bur.1.0.A.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.4,21.5,lognormal,162.5,0.12,lognormal,164.6,0.12,normal,176.5,18.5
-M.LRM.1.bur.1.0.A.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.5,22.9,normal,171.3,18.0,lognormal,173.9,0.11,normal,186.4,18.3
-M.LRM.1.bur.1.0.A.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.0,lognormal,164.7,0.17,normal,195.1,24.9,normal,246.6,29.0
-M.LRM.1.bur.1.0.A.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,19.8,lognormal,144.3,0.16,lognormal,169.0,0.14,lognormal,198.2,0.15
-M.LRM.1.bur.1.0.A.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,19.6,lognormal,134.1,0.17,lognormal,160.0,0.15,normal,190.5,20.5
-M.LRM.1.bur.1.0.A.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,21.8,lognormal,153.3,0.17,normal,180.9,23.6,normal,213.9,26.2
-M.LRM.1.bur.1.0.A.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,22.4,lognormal,160.9,0.17,lognormal,192.4,0.16,normal,224.8,23.3
-M.LRM.1.bur.1.0.A.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.7,24.3,normal,161.1,21.0,normal,177.0,18.6,normal,191.8,19.0
-M.LRM.1.bur.1.0.A.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,20.3,normal,139.6,18.5,normal,152.5,17.2,lognormal,164.9,0.11
-M.LRM.1.bur.1.0.A.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.3,0.19,normal,131.3,17.9,lognormal,146.1,0.13,lognormal,156.1,0.11
-M.LRM.1.bur.1.0.A.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,21.8,lognormal,149.6,0.15,normal,161.5,17.5,normal,175.9,18.6
-M.LRM.1.bur.1.0.A.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,23.1,normal,156.8,20.8,lognormal,171.9,0.12,lognormal,187.0,0.11
-M.LRM.1.bur.1.0.A.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,173.6,27.3,normal,196.0,26.6,normal,216.8,21.8,normal,228.4,18.4
-M.LRM.1.bur.1.0.A.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.3,0.18,lognormal,168.3,0.15,lognormal,188.1,0.14,lognormal,202.0,0.15
-M.LRM.1.bur.1.0.A.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,143.7,24.3,normal,160.8,22.5,normal,180.0,21.6,normal,192.3,21.3
-M.LRM.1.bur.1.0.A.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,159.5,23.7,lognormal,176.8,0.13,lognormal,202.3,0.15,normal,214.0,26.7
-M.LRM.1.bur.1.0.A.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.4,26.9,lognormal,189.1,0.14,lognormal,208.6,0.11,normal,219.2,19.2
-M.LRM.1.bur.1.0.A.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,169.3,23.2,lognormal,176.4,0.11,lognormal,179.7,0.11,lognormal,193.1,0.11
-M.LRM.1.bur.1.0.A.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.9,21.0,normal,152.6,17.5,lognormal,154.3,0.12,lognormal,165.4,0.11
-M.LRM.1.bur.1.0.A.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,20.3,lognormal,146.0,0.12,lognormal,149.0,0.12,lognormal,157.1,0.11
-M.LRM.1.bur.1.0.A.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.2,21.2,lognormal,163.4,0.12,lognormal,165.7,0.12,normal,176.8,18.4
-M.LRM.1.bur.1.0.A.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,163.7,22.4,normal,170.9,18.1,lognormal,173.7,0.11,lognormal,186.7,0.11
-M.LRM.1.bur.1.0.B.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.5,24.4,lognormal,165.0,0.16,normal,194.1,24.2,normal,248.8,23.0
-M.LRM.1.bur.1.0.B.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,20.4,lognormal,143.3,0.16,lognormal,172.3,0.15,normal,214.2,23.0
-M.LRM.1.bur.1.0.B.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,19.9,lognormal,134.2,0.17,lognormal,161.8,0.16,normal,201.3,19.2
-M.LRM.1.bur.1.0.B.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,21.6,lognormal,153.1,0.17,lognormal,183.4,0.16,normal,225.6,22.0
-M.LRM.1.bur.1.0.B.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,22.9,lognormal,159.6,0.16,lognormal,194.2,0.16,normal,247.6,26.1
-M.LRM.1.bur.1.0.B.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.8,26.1,normal,195.1,26.5,normal,221.8,23.6,normal,249.6,21.0
-M.LRM.1.bur.1.0.B.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,22.0,lognormal,167.2,0.15,lognormal,192.0,0.13,normal,214.5,23.5
-M.LRM.1.bur.1.0.B.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.9,lognormal,160.6,0.15,normal,181.0,19.6,normal,200.8,19.9
-M.LRM.1.bur.1.0.B.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,24.3,lognormal,177.8,0.15,normal,207.8,23.9,normal,228.9,22.1
-M.LRM.1.bur.1.0.B.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,167.9,25.8,lognormal,187.2,0.14,normal,218.1,23.4,normal,248.2,24.5
-M.LRM.1.bur.1.0.B.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,23.5,lognormal,165.3,0.17,normal,195.8,25.6,normal,248.7,23.3
-M.LRM.1.bur.1.0.B.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,20.4,lognormal,144.1,0.16,lognormal,170.5,0.14,normal,213.8,23.7
-M.LRM.1.bur.1.0.B.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,19.6,lognormal,134.6,0.17,lognormal,160.7,0.15,normal,199.8,21.2
-M.LRM.1.bur.1.0.B.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.2,22.0,lognormal,152.6,0.16,lognormal,182.6,0.16,normal,221.5,21.1
-M.LRM.1.bur.1.0.B.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,22.6,normal,158.8,22.4,normal,190.7,26.4,lognormal,250.0,0.13
-M.LRM.1.bur.1.0.B.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.17,lognormal,149.0,0.15,lognormal,156.6,0.13,lognormal,170.0,0.12
-M.LRM.1.bur.1.0.B.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.2,lognormal,125.9,0.18,lognormal,132.3,0.15,lognormal,141.4,0.14
-M.LRM.1.bur.1.0.B.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,17.3,lognormal,121.4,0.14,normal,125.5,13.8,normal,133.4,14.1
-M.LRM.1.bur.1.0.B.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.18,lognormal,133.6,0.17,lognormal,140.8,0.14,lognormal,152.8,0.14
-M.LRM.1.bur.1.0.B.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.7,0.17,lognormal,143.1,0.15,lognormal,151.2,0.14,normal,164.2,19.0
-M.LRM.1.bur.1.0.B.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.9,lognormal,157.6,0.15,lognormal,176.9,0.11,normal,217.8,18.0
-M.LRM.1.bur.1.0.B.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,19.8,normal,136.2,17.8,lognormal,155.5,0.13,lognormal,194.3,0.16
-M.LRM.1.bur.1.0.B.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,19.0,lognormal,127.7,0.15,lognormal,145.9,0.13,normal,186.2,22.4
-M.LRM.1.bur.1.0.B.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,21.7,lognormal,144.6,0.15,lognormal,164.3,0.12,lognormal,208.6,0.15
-M.LRM.1.bur.1.0.B.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.1,normal,151.0,19.8,lognormal,172.8,0.12,lognormal,218.2,0.12
-M.LRM.1.bur.1.0.B.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,22.1,lognormal,155.2,0.15,lognormal,172.0,0.11,lognormal,192.2,0.12
-M.LRM.1.bur.1.0.B.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,19.7,lognormal,135.3,0.14,lognormal,149.4,0.12,lognormal,164.1,0.12
-M.LRM.1.bur.1.0.B.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.3,lognormal,126.2,0.15,normal,141.9,15.4,lognormal,155.8,0.11
-M.LRM.1.bur.1.0.B.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,20.9,lognormal,143.5,0.14,lognormal,158.8,0.12,normal,174.9,18.8
-M.LRM.1.bur.1.0.B.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.8,22.8,lognormal,151.6,0.15,lognormal,167.4,0.11,normal,185.3,18.9
-M.LRM.1.bur.1.0.B.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,173.7,26.9,lognormal,194.8,0.15,normal,217.0,23.6,normal,224.0,18.0
-M.LRM.1.bur.1.0.B.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.5,21.8,lognormal,165.7,0.15,lognormal,186.3,0.16,lognormal,199.9,0.17
-M.LRM.1.bur.1.0.B.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,22.6,lognormal,158.8,0.15,normal,178.4,22.4,normal,189.9,21.1
-M.LRM.1.bur.1.0.B.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.3,23.1,lognormal,175.3,0.14,lognormal,197.7,0.14,normal,209.9,26.6
-M.LRM.1.bur.1.0.B.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,167.8,25.8,lognormal,186.6,0.13,lognormal,210.4,0.13,normal,223.9,25.0
-M.LRM.1.bur.1.0.B.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,168.2,22.4,lognormal,176.3,0.12,lognormal,178.3,0.11,lognormal,189.5,0.1
-M.LRM.1.bur.1.0.B.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.8,20.7,normal,151.2,17.1,lognormal,153.3,0.12,lognormal,164.8,0.12
-M.LRM.1.bur.1.0.B.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,19.8,normal,145.1,16.5,lognormal,147.6,0.12,normal,155.3,15.6
-M.LRM.1.bur.1.0.B.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.2,21.9,lognormal,161.9,0.12,lognormal,163.7,0.12,normal,174.3,18.1
-M.LRM.1.bur.1.0.B.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,163.6,21.8,lognormal,170.3,0.11,lognormal,172.7,0.11,normal,185.1,18.5
-M.LRM.1.bur.1.0.B.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,23.3,lognormal,164.3,0.16,normal,194.5,24.8,lognormal,228.2,0.11
-M.LRM.1.bur.1.0.B.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,20.2,lognormal,143.8,0.16,lognormal,169.0,0.14,lognormal,201.7,0.18
-M.LRM.1.bur.1.0.B.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,19.8,lognormal,134.4,0.17,lognormal,159.7,0.15,normal,190.9,23.6
-M.LRM.1.bur.1.0.B.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.5,21.7,normal,151.8,21.7,lognormal,179.2,0.14,lognormal,215.0,0.16
-M.LRM.1.bur.1.0.B.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,23.1,lognormal,159.4,0.16,lognormal,190.7,0.15,normal,217.0,19.4
-M.LRM.1.bur.1.0.B.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,23.9,normal,160.9,21.3,lognormal,176.2,0.12,lognormal,192.3,0.11
-M.LRM.1.bur.1.0.B.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,20.2,lognormal,139.6,0.14,lognormal,151.8,0.13,lognormal,163.9,0.12
-M.LRM.1.bur.1.0.B.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,19.4,lognormal,132.5,0.16,normal,145.3,16.5,lognormal,155.8,0.11
-M.LRM.1.bur.1.0.B.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,21.9,normal,148.4,19.4,lognormal,161.5,0.12,normal,174.7,18.3
-M.LRM.1.bur.1.0.B.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,23.2,lognormal,157.9,0.15,normal,170.2,17.9,normal,185.6,18.4
-M.LRM.1.bur.1.0.B.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,173.2,26.1,normal,191.1,22.8,lognormal,216.8,0.11,normal,222.9,18.7
-M.LRM.1.bur.1.0.B.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.9,21.2,lognormal,165.9,0.15,lognormal,185.3,0.15,lognormal,199.5,0.18
-M.LRM.1.bur.1.0.B.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,23.1,lognormal,160.0,0.15,lognormal,179.7,0.14,normal,189.8,21.3
-M.LRM.1.bur.1.0.B.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.2,23.2,lognormal,177.9,0.15,normal,196.7,23.3,lognormal,208.0,0.13
-M.LRM.1.bur.1.0.B.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.2,23.4,lognormal,189.1,0.15,lognormal,211.3,0.13,normal,222.3,24.1
-M.LRM.1.bur.1.0.B.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,168.2,23.2,normal,175.9,19.0,lognormal,178.6,0.11,lognormal,191.8,0.11
-M.LRM.1.bur.1.0.B.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.5,20.9,lognormal,151.6,0.13,lognormal,153.4,0.13,lognormal,164.3,0.12
-M.LRM.1.bur.1.0.B.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,19.9,lognormal,146.2,0.13,lognormal,148.5,0.12,normal,156.6,16.2
-M.LRM.1.bur.1.0.B.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,21.5,lognormal,161.3,0.12,lognormal,163.4,0.12,lognormal,175.7,0.12
-M.LRM.1.bur.1.0.B.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,163.1,21.6,lognormal,170.4,0.11,lognormal,172.6,0.11,lognormal,186.4,0.12
-M.LRM.1.bur.1.0.C.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,23.1,lognormal,164.6,0.16,lognormal,198.0,0.16,lognormal,250.0,0.11
-M.LRM.1.bur.1.0.C.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,20.0,lognormal,142.9,0.15,normal,170.9,22.2,lognormal,211.4,0.13
-M.LRM.1.bur.1.0.C.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.19,lognormal,133.6,0.16,lognormal,160.7,0.15,lognormal,198.9,0.1
-M.LRM.1.bur.1.0.C.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,21.5,lognormal,151.9,0.16,normal,181.4,24.9,normal,221.0,20.4
-M.LRM.1.bur.1.0.C.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.3,21.9,lognormal,159.7,0.16,lognormal,192.7,0.15,lognormal,250.0,0.13
-M.LRM.1.bur.1.0.C.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.7,25.9,lognormal,193.6,0.15,normal,219.6,20.7,normal,249.6,21.0
-M.LRM.1.bur.1.0.C.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.5,0.17,lognormal,163.6,0.14,lognormal,193.4,0.15,normal,214.2,22.6
-M.LRM.1.bur.1.0.C.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,22.3,lognormal,159.7,0.15,lognormal,180.8,0.12,lognormal,201.8,0.11
-M.LRM.1.bur.1.0.C.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,22.5,lognormal,175.3,0.14,normal,201.8,21.3,normal,220.4,17.7
-M.LRM.1.bur.1.0.C.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.8,24.9,lognormal,185.1,0.13,normal,213.2,21.2,normal,248.8,23.0
-M.LRM.1.bur.1.0.C.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,22.8,lognormal,164.9,0.17,lognormal,195.7,0.14,lognormal,250.0,0.1
-M.LRM.1.bur.1.0.C.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,19.4,lognormal,142.9,0.16,lognormal,172.1,0.16,lognormal,215.5,0.14
-M.LRM.1.bur.1.0.C.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.9,lognormal,133.5,0.16,normal,160.2,21.8,lognormal,198.1,0.1
-M.LRM.1.bur.1.0.C.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.5,21.0,lognormal,151.9,0.16,lognormal,180.2,0.14,normal,226.0,23.8
-M.LRM.1.bur.1.0.C.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.0,lognormal,159.3,0.16,normal,190.3,25.3,normal,248.0,25.1
-M.LRM.1.bur.1.0.C.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,19.8,normal,154.6,17.6,normal,163.6,18.5,normal,177.0,18.2
-M.LRM.1.bur.1.0.C.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,17.5,normal,131.1,14.9,lognormal,137.6,0.12,lognormal,148.3,0.12
-M.LRM.1.bur.1.0.C.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,15.2,normal,124.3,12.9,normal,127.7,13.4,lognormal,134.9,0.11
-M.LRM.1.bur.1.0.C.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,17.7,lognormal,140.4,0.13,lognormal,148.0,0.12,normal,158.5,16.6
-M.LRM.1.bur.1.0.C.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,19.7,normal,149.5,16.9,normal,156.7,16.7,normal,170.1,18.1
-M.LRM.1.bur.1.0.C.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,22.5,lognormal,156.8,0.15,normal,177.0,18.5,normal,221.5,21.3
-M.LRM.1.bur.1.0.C.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,19.3,lognormal,136.1,0.14,lognormal,154.9,0.12,lognormal,189.1,0.15
-M.LRM.1.bur.1.0.C.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,19.1,lognormal,127.5,0.15,normal,145.2,16.6,normal,184.7,22.5
-M.LRM.1.bur.1.0.C.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,19.9,lognormal,143.8,0.15,lognormal,165.0,0.13,lognormal,202.3,0.13
-M.LRM.1.bur.1.0.C.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.5,22.0,lognormal,153.2,0.15,lognormal,173.1,0.12,normal,210.0,20.0
-M.LRM.1.bur.1.0.C.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.2,22.4,lognormal,155.4,0.15,lognormal,171.9,0.11,lognormal,189.6,0.11
-M.LRM.1.bur.1.0.C.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,19.5,lognormal,135.1,0.14,normal,147.8,16.8,lognormal,162.6,0.12
-M.LRM.1.bur.1.0.C.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,18.4,normal,125.8,16.3,lognormal,141.6,0.12,normal,154.9,15.3
-M.LRM.1.bur.1.0.C.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,20.6,lognormal,142.9,0.14,lognormal,156.2,0.11,lognormal,173.5,0.12
-M.LRM.1.bur.1.0.C.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,21.8,lognormal,150.1,0.14,lognormal,166.5,0.11,lognormal,183.2,0.11
-M.LRM.1.bur.1.0.C.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.5,24.5,normal,191.3,24.2,lognormal,214.1,0.11,normal,228.5,23.2
-M.LRM.1.bur.1.0.C.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.6,21.2,lognormal,163.4,0.14,lognormal,182.5,0.15,lognormal,193.2,0.16
-M.LRM.1.bur.1.0.C.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,22.4,lognormal,157.9,0.14,lognormal,177.4,0.14,normal,187.7,21.7
-M.LRM.1.bur.1.0.C.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,156.3,23.4,lognormal,173.6,0.13,lognormal,194.2,0.14,lognormal,207.0,0.14
-M.LRM.1.bur.1.0.C.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.5,24.7,lognormal,186.1,0.14,lognormal,206.3,0.12,lognormal,220.5,0.12
-M.LRM.1.bur.1.0.C.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,168.4,22.4,lognormal,176.1,0.11,lognormal,178.3,0.11,normal,188.7,17.5
-M.LRM.1.bur.1.0.C.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,20.7,lognormal,151.1,0.13,normal,153.0,18.8,normal,163.5,18.7
-M.LRM.1.bur.1.0.C.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,20.6,lognormal,145.4,0.13,lognormal,147.6,0.13,normal,155.6,16.5
-M.LRM.1.bur.1.0.C.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,153.3,21.0,lognormal,158.7,0.11,normal,160.2,16.1,lognormal,172.4,0.12
-M.LRM.1.bur.1.0.C.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,163.1,22.6,lognormal,170.3,0.12,normal,172.0,17.9,lognormal,185.0,0.11
-M.LRM.1.bur.1.0.C.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.4,lognormal,164.2,0.16,normal,194.6,25.9,normal,225.5,22.0
-M.LRM.1.bur.1.0.C.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,20.1,lognormal,142.9,0.16,lognormal,166.5,0.13,lognormal,196.3,0.17
-M.LRM.1.bur.1.0.C.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,19.8,lognormal,134.4,0.17,lognormal,159.4,0.15,normal,188.6,21.5
-M.LRM.1.bur.1.0.C.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,21.7,lognormal,152.1,0.16,lognormal,178.4,0.13,lognormal,204.1,0.13
-M.LRM.1.bur.1.0.C.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.5,lognormal,159.6,0.16,normal,189.2,24.3,lognormal,220.1,0.12
-M.LRM.1.bur.1.0.C.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,23.6,normal,160.5,21.2,lognormal,176.0,0.12,lognormal,190.5,0.11
-M.LRM.1.bur.1.0.C.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,20.2,lognormal,138.3,0.14,lognormal,149.7,0.13,normal,163.0,18.7
-M.LRM.1.bur.1.0.C.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,19.6,normal,131.6,17.8,lognormal,144.7,0.12,normal,155.0,15.3
-M.LRM.1.bur.1.0.C.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,21.5,normal,147.1,18.6,normal,158.7,17.1,lognormal,173.1,0.12
-M.LRM.1.bur.1.0.C.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,22.8,normal,156.8,20.9,lognormal,170.0,0.12,lognormal,183.1,0.1
-M.LRM.1.bur.1.0.C.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.7,26.6,normal,191.8,23.2,normal,208.5,16.6,lognormal,220.7,0.09
-M.LRM.1.bur.1.0.C.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,21.8,lognormal,163.1,0.14,normal,179.7,21.7,lognormal,192.0,0.15
-M.LRM.1.bur.1.0.C.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,22.8,lognormal,159.6,0.15,normal,177.7,22.5,normal,187.8,20.7
-M.LRM.1.bur.1.0.C.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,156.7,23.4,lognormal,174.3,0.14,lognormal,194.0,0.13,lognormal,207.4,0.14
-M.LRM.1.bur.1.0.C.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.9,25.7,lognormal,187.3,0.14,normal,206.2,21.3,normal,218.3,22.6
-M.LRM.1.bur.1.0.C.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,168.5,23.1,normal,175.2,18.4,normal,177.0,17.6,normal,189.0,18.2
-M.LRM.1.bur.1.0.C.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.8,20.9,lognormal,151.0,0.13,normal,152.1,17.7,lognormal,163.1,0.12
-M.LRM.1.bur.1.0.C.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,19.2,lognormal,144.4,0.12,lognormal,146.4,0.12,normal,155.2,16.5
-M.LRM.1.bur.1.0.C.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.0,21.1,normal,159.6,16.9,normal,161.3,16.7,normal,172.7,18.4
-M.LRM.1.bur.1.0.C.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,162.4,21.9,lognormal,169.6,0.12,lognormal,171.6,0.11,lognormal,184.4,0.11
-M.LRM.1.bur.1.0.D.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.9,normal,164.4,24.1,normal,198.3,27.7,lognormal,250.0,0.08
-M.LRM.1.bur.1.0.D.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,20.9,lognormal,146.3,0.18,lognormal,177.7,0.17,lognormal,228.1,0.11
-M.LRM.1.bur.1.0.D.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,19.9,lognormal,134.5,0.17,lognormal,161.9,0.16,lognormal,201.6,0.1
-M.LRM.1.bur.1.0.D.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,22.1,lognormal,153.3,0.17,lognormal,184.6,0.16,normal,248.5,24.0
-M.LRM.1.bur.1.0.D.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,23.7,lognormal,161.4,0.17,lognormal,193.4,0.15,normal,248.8,23.0
-M.LRM.1.bur.1.0.D.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,177.2,0.18,lognormal,201.2,0.16,normal,222.6,21.0,lognormal,250.0,0.06
-M.LRM.1.bur.1.0.D.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,25.2,lognormal,176.9,0.16,lognormal,203.2,0.13,normal,232.2,22.6
-M.LRM.1.bur.1.0.D.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.5,0.18,lognormal,163.4,0.16,lognormal,182.9,0.12,normal,201.8,18.0
-M.LRM.1.bur.1.0.D.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,165.2,27.0,lognormal,184.6,0.16,normal,212.4,24.8,lognormal,250.0,0.11
-M.LRM.1.bur.1.0.D.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,173.4,27.7,lognormal,195.2,0.16,normal,221.1,25.3,lognormal,250.0,0.08
-M.LRM.1.bur.1.0.D.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,23.4,normal,164.1,24.2,lognormal,197.8,0.16,lognormal,250.0,0.06
-M.LRM.1.bur.1.0.D.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,21.8,lognormal,145.4,0.17,normal,175.5,25.6,normal,225.7,19.0
-M.LRM.1.bur.1.0.D.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,19.9,lognormal,134.1,0.17,lognormal,162.8,0.16,normal,199.9,17.1
-M.LRM.1.bur.1.0.D.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,22.7,lognormal,154.3,0.17,lognormal,185.6,0.16,normal,248.2,24.6
-M.LRM.1.bur.1.0.D.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,23.2,lognormal,160.0,0.15,lognormal,193.7,0.16,lognormal,250.0,0.06
-M.LRM.1.bur.1.0.D.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.2,22.5,normal,160.0,19.5,normal,166.3,19.2,normal,182.8,20.7
-M.LRM.1.bur.1.0.D.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,17.9,normal,138.0,15.1,normal,141.9,15.2,normal,151.1,15.9
-M.LRM.1.bur.1.0.D.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,15.5,normal,125.5,13.4,normal,128.6,13.8,lognormal,135.3,0.11
-M.LRM.1.bur.1.0.D.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,19.7,normal,146.7,16.6,lognormal,152.7,0.12,normal,163.1,17.3
-M.LRM.1.bur.1.0.D.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,21.7,lognormal,156.4,0.13,normal,162.4,18.4,normal,173.7,18.3
-M.LRM.1.bur.1.0.D.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,23.2,lognormal,156.6,0.16,lognormal,179.1,0.13,normal,248.5,24.0
-M.LRM.1.bur.1.0.D.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,20.7,lognormal,137.3,0.15,lognormal,158.1,0.13,normal,209.5,19.8
-M.LRM.1.bur.1.0.D.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.4,19.4,lognormal,127.8,0.15,lognormal,148.1,0.14,lognormal,187.8,0.1
-M.LRM.1.bur.1.0.D.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.2,21.3,lognormal,145.9,0.15,lognormal,167.5,0.13,normal,219.2,16.6
-M.LRM.1.bur.1.0.D.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.3,23.0,lognormal,152.7,0.15,lognormal,175.2,0.13,normal,247.1,27.6
-M.LRM.1.bur.1.0.D.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,23.2,normal,155.8,20.4,lognormal,175.9,0.12,lognormal,196.3,0.12
-M.LRM.1.bur.1.0.D.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,20.7,lognormal,138.0,0.16,lognormal,155.3,0.12,lognormal,171.4,0.11
-M.LRM.1.bur.1.0.D.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,19.8,lognormal,127.8,0.15,lognormal,144.2,0.12,lognormal,157.4,0.11
-M.LRM.1.bur.1.0.D.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,22.1,lognormal,145.1,0.15,lognormal,164.0,0.13,lognormal,181.6,0.11
-M.LRM.1.bur.1.0.D.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.4,22.6,lognormal,153.0,0.15,normal,171.8,18.3,lognormal,189.8,0.11
-M.LRM.1.bur.1.0.D.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.6,26.5,lognormal,199.7,0.16,normal,225.5,22.6,normal,250.0,20.0
-M.LRM.1.bur.1.0.D.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,156.2,25.5,lognormal,176.5,0.16,normal,204.3,23.3,normal,219.2,19.3
-M.LRM.1.bur.1.0.D.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,24.0,normal,160.7,21.4,normal,183.5,20.9,normal,192.0,16.7
-M.LRM.1.bur.1.0.D.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,165.4,27.8,lognormal,185.1,0.16,normal,214.3,24.8,normal,243.3,25.7
-M.LRM.1.bur.1.0.D.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,172.3,27.3,normal,193.8,25.9,normal,226.1,26.8,normal,249.6,21.1
-M.LRM.1.bur.1.0.D.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.4,23.4,lognormal,178.5,0.12,lognormal,181.2,0.11,normal,193.1,18.2
-M.LRM.1.bur.1.0.D.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,152.0,22.6,lognormal,159.3,0.12,lognormal,162.6,0.12,lognormal,172.6,0.12
-M.LRM.1.bur.1.0.D.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.5,20.0,lognormal,146.0,0.12,lognormal,149.2,0.12,lognormal,157.4,0.11
-M.LRM.1.bur.1.0.D.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,160.0,23.2,normal,166.5,18.0,normal,169.5,17.9,lognormal,181.7,0.12
-M.LRM.1.bur.1.0.D.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.6,23.1,lognormal,175.1,0.12,lognormal,178.6,0.12,lognormal,191.0,0.12
-M.LRM.1.bur.1.0.D.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.6,24.6,normal,164.5,23.5,lognormal,197.2,0.15,lognormal,250.0,0.09
-M.LRM.1.bur.1.0.D.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,21.6,lognormal,145.9,0.17,lognormal,177.3,0.17,normal,219.1,19.5
-M.LRM.1.bur.1.0.D.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.7,lognormal,134.3,0.17,lognormal,162.7,0.17,normal,190.8,16.1
-M.LRM.1.bur.1.0.D.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,22.7,lognormal,153.2,0.17,lognormal,186.0,0.17,normal,235.1,19.8
-M.LRM.1.bur.1.0.D.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,22.8,lognormal,161.1,0.16,lognormal,193.5,0.16,normal,249.4,21.6
-M.LRM.1.bur.1.0.D.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,25.2,normal,161.4,21.1,lognormal,178.2,0.11,lognormal,197.1,0.13
-M.LRM.1.bur.1.0.D.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,20.8,lognormal,143.3,0.16,lognormal,159.5,0.13,lognormal,172.4,0.11
-M.LRM.1.bur.1.0.D.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.8,lognormal,132.7,0.16,lognormal,147.4,0.13,lognormal,157.4,0.11
-M.LRM.1.bur.1.0.D.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,21.7,lognormal,150.8,0.15,normal,168.1,19.5,normal,180.5,17.5
-M.LRM.1.bur.1.0.D.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.19,normal,158.9,22.1,lognormal,176.3,0.12,normal,192.4,20.5
-M.LRM.1.bur.1.0.D.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,177.3,28.2,lognormal,199.7,0.15,normal,229.6,27.4,normal,249.1,22.4
-M.LRM.1.bur.1.0.D.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,156.3,25.6,lognormal,176.2,0.16,normal,202.1,22.9,lognormal,216.6,0.09
-M.LRM.1.bur.1.0.D.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.7,lognormal,163.1,0.16,normal,182.4,19.3,normal,191.7,16.8
-M.LRM.1.bur.1.0.D.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,164.0,25.7,lognormal,187.5,0.17,normal,213.3,24.6,normal,231.0,18.4
-M.LRM.1.bur.1.0.D.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,172.7,26.9,lognormal,195.4,0.16,normal,225.2,26.4,normal,249.2,22.2
-M.LRM.1.bur.1.0.D.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.0,24.2,lognormal,179.7,0.12,lognormal,182.7,0.12,normal,192.8,18.4
-M.LRM.1.bur.1.0.D.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,151.1,21.6,lognormal,159.7,0.12,normal,161.7,17.2,lognormal,171.5,0.11
-M.LRM.1.bur.1.0.D.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,20.1,lognormal,147.6,0.12,lognormal,149.8,0.11,lognormal,157.8,0.11
-M.LRM.1.bur.1.0.D.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,159.9,22.9,lognormal,167.2,0.12,lognormal,170.3,0.12,lognormal,181.2,0.11
-M.LRM.1.bur.1.0.D.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,167.6,23.8,lognormal,175.1,0.12,lognormal,178.7,0.12,lognormal,192.0,0.12
-M.LRM.1.bur.1.1.A.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.6,0.19,normal,163.4,23.0,lognormal,198.7,0.16,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.A.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,19.8,lognormal,143.6,0.16,lognormal,175.8,0.16,normal,223.9,17.4
-M.LRM.1.bur.1.1.A.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,19.6,lognormal,134.8,0.17,lognormal,163.1,0.16,normal,224.0,22.1
-M.LRM.1.bur.1.1.A.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.3,22.1,lognormal,152.9,0.17,lognormal,185.6,0.16,normal,249.4,21.6
-M.LRM.1.bur.1.1.A.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,23.4,lognormal,159.2,0.16,normal,193.4,27.4,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.A.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.8,25.7,normal,196.2,25.9,lognormal,232.0,0.14,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.A.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.0,22.8,lognormal,168.2,0.15,normal,200.3,23.9,normal,232.7,21.1
-M.LRM.1.bur.1.1.A.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,22.8,lognormal,162.3,0.16,normal,190.1,22.3,normal,223.6,22.0
-M.LRM.1.bur.1.1.A.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.1,23.0,lognormal,179.8,0.15,normal,211.3,24.7,lognormal,250.0,0.09
-M.LRM.1.bur.1.1.A.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,167.6,25.2,lognormal,188.0,0.14,normal,227.0,27.5,lognormal,250.0,0.07
-M.LRM.1.bur.1.1.A.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.5,0.2,normal,163.2,22.8,normal,195.0,25.6,lognormal,250.0,0.07
-M.LRM.1.bur.1.1.A.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,20.4,lognormal,143.8,0.16,normal,172.1,23.8,normal,222.2,17.6
-M.LRM.1.bur.1.1.A.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.9,lognormal,134.1,0.16,lognormal,163.1,0.17,lognormal,214.0,0.1
-M.LRM.1.bur.1.1.A.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,21.6,lognormal,151.7,0.16,lognormal,184.1,0.16,lognormal,250.0,0.11
-M.LRM.1.bur.1.1.A.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,23.3,lognormal,160.3,0.16,normal,191.7,25.7,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.A.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.5,0.15,lognormal,140.7,0.14,lognormal,155.9,0.13,lognormal,178.4,0.16
-M.LRM.1.bur.1.1.A.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.6,0.18,lognormal,118.0,0.18,lognormal,131.3,0.18,lognormal,146.2,0.19
-M.LRM.1.bur.1.1.A.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.4,0.18,lognormal,120.3,0.16,lognormal,135.4,0.13,lognormal,154.0,0.12
-M.LRM.1.bur.1.1.A.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.18,lognormal,127.2,0.17,lognormal,138.9,0.15,lognormal,158.4,0.18
-M.LRM.1.bur.1.1.A.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.7,0.16,lognormal,134.5,0.14,lognormal,150.0,0.14,lognormal,169.2,0.16
-M.LRM.1.bur.1.1.A.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,23.7,lognormal,156.6,0.15,lognormal,178.5,0.12,normal,226.4,20.8
-M.LRM.1.bur.1.1.A.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,19.8,lognormal,136.2,0.14,normal,156.1,17.2,lognormal,196.7,0.15
-M.LRM.1.bur.1.1.A.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,18.4,lognormal,127.9,0.16,lognormal,146.2,0.13,normal,194.4,20.9
-M.LRM.1.bur.1.1.A.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.2,21.5,lognormal,145.3,0.15,lognormal,164.7,0.12,lognormal,207.7,0.13
-M.LRM.1.bur.1.1.A.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,21.7,lognormal,151.2,0.14,lognormal,174.2,0.12,normal,215.9,20.7
-M.LRM.1.bur.1.1.A.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.7,22.7,lognormal,157.4,0.15,lognormal,173.7,0.11,normal,190.6,18.2
-M.LRM.1.bur.1.1.A.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,19.4,lognormal,136.0,0.15,lognormal,149.0,0.11,lognormal,167.1,0.12
-M.LRM.1.bur.1.1.A.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,19.7,lognormal,127.5,0.15,lognormal,143.2,0.13,lognormal,161.5,0.13
-M.LRM.1.bur.1.1.A.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,21.3,lognormal,143.3,0.14,normal,158.8,16.8,normal,177.4,18.9
-M.LRM.1.bur.1.1.A.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.4,lognormal,152.6,0.15,lognormal,167.6,0.11,lognormal,187.9,0.12
-M.LRM.1.bur.1.1.A.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,173.3,26.0,normal,196.3,26.8,normal,216.3,21.3,normal,247.5,26.4
-M.LRM.1.bur.1.1.A.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.2,22.8,lognormal,165.7,0.13,lognormal,188.0,0.15,lognormal,215.5,0.2
-M.LRM.1.bur.1.1.A.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,22.7,lognormal,160.6,0.16,normal,184.9,24.1,normal,205.3,22.0
-M.LRM.1.bur.1.1.A.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.9,23.9,normal,177.8,22.8,normal,198.5,22.5,lognormal,225.5,0.16
-M.LRM.1.bur.1.1.A.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.8,25.8,normal,187.3,22.3,normal,209.2,21.5,normal,227.1,23.3
-M.LRM.1.bur.1.1.A.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,169.4,23.6,normal,176.7,18.2,normal,179.2,17.5,lognormal,192.8,0.11
-M.LRM.1.bur.1.1.A.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,20.6,normal,153.0,17.4,normal,154.5,16.8,lognormal,168.0,0.13
-M.LRM.1.bur.1.1.A.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,20.8,normal,146.1,16.8,lognormal,148.4,0.12,lognormal,161.4,0.12
-M.LRM.1.bur.1.1.A.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,21.3,normal,161.0,16.8,lognormal,164.1,0.12,normal,178.1,19.1
-M.LRM.1.bur.1.1.A.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.8,22.4,normal,171.3,17.6,normal,173.7,17.4,lognormal,187.3,0.11
-M.LRM.1.bur.1.1.A.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,23.7,lognormal,164.6,0.16,normal,195.4,25.8,normal,246.6,28.9
-M.LRM.1.bur.1.1.A.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,20.7,lognormal,144.1,0.16,lognormal,170.1,0.15,lognormal,212.7,0.18
-M.LRM.1.bur.1.1.A.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,19.4,lognormal,133.8,0.16,lognormal,163.3,0.17,normal,205.6,21.7
-M.LRM.1.bur.1.1.A.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,21.6,normal,150.9,21.0,lognormal,180.3,0.14,normal,219.1,28.8
-M.LRM.1.bur.1.1.A.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.1,0.18,lognormal,160.4,0.16,normal,193.3,28.0,normal,227.3,23.4
-M.LRM.1.bur.1.1.A.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.8,normal,161.8,21.8,normal,176.3,18.3,normal,192.1,18.5
-M.LRM.1.bur.1.1.A.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,20.4,lognormal,140.8,0.15,lognormal,152.6,0.12,lognormal,167.7,0.12
-M.LRM.1.bur.1.1.A.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,19.4,lognormal,132.5,0.16,lognormal,145.7,0.12,lognormal,161.3,0.12
-M.LRM.1.bur.1.1.A.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.3,22.3,lognormal,149.2,0.15,normal,161.3,16.6,lognormal,177.1,0.11
-M.LRM.1.bur.1.1.A.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,23.2,lognormal,157.7,0.15,normal,171.4,17.9,lognormal,186.1,0.11
-M.LRM.1.bur.1.1.A.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,173.2,26.6,lognormal,195.2,0.15,normal,215.5,20.3,normal,226.9,17.9
-M.LRM.1.bur.1.1.A.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.3,22.6,lognormal,167.8,0.14,lognormal,187.8,0.14,lognormal,211.5,0.19
-M.LRM.1.bur.1.1.A.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,143.1,23.2,normal,161.0,22.5,lognormal,185.1,0.15,normal,208.4,23.2
-M.LRM.1.bur.1.1.A.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,23.6,lognormal,178.2,0.14,lognormal,199.7,0.14,lognormal,227.1,0.18
-M.LRM.1.bur.1.1.A.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.2,25.1,normal,189.4,24.9,normal,210.2,23.0,normal,225.5,22.7
-M.LRM.1.bur.1.1.A.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,169.1,23.0,lognormal,175.8,0.11,lognormal,178.6,0.11,lognormal,191.9,0.11
-M.LRM.1.bur.1.1.A.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.3,20.0,normal,152.7,16.9,normal,154.3,16.2,lognormal,167.6,0.12
-M.LRM.1.bur.1.1.A.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,20.9,normal,146.2,16.7,normal,149.1,17.1,lognormal,162.1,0.12
-M.LRM.1.bur.1.1.A.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.3,21.7,normal,160.5,16.0,lognormal,163.2,0.11,lognormal,176.7,0.11
-M.LRM.1.bur.1.1.A.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,23.0,normal,171.5,17.6,normal,173.1,16.2,lognormal,187.1,0.11
-M.LRM.1.bur.1.1.B.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,23.5,lognormal,162.8,0.15,lognormal,198.1,0.16,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.B.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,20.2,lognormal,144.2,0.16,lognormal,173.8,0.16,normal,226.3,21.9
-M.LRM.1.bur.1.1.B.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,19.4,lognormal,134.5,0.17,lognormal,163.9,0.17,normal,226.0,23.7
-M.LRM.1.bur.1.1.B.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,20.9,lognormal,151.8,0.16,lognormal,185.0,0.17,lognormal,250.0,0.12
-M.LRM.1.bur.1.1.B.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,22.3,lognormal,160.3,0.16,normal,193.3,27.1,normal,250.0,20.0
-M.LRM.1.bur.1.1.B.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,173.6,26.0,normal,195.1,25.3,lognormal,225.7,0.12,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.B.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.6,0.17,lognormal,167.0,0.15,normal,194.5,22.3,normal,228.5,23.2
-M.LRM.1.bur.1.1.B.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.5,22.8,normal,161.1,22.3,normal,189.2,22.3,lognormal,223.4,0.12
-M.LRM.1.bur.1.1.B.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.9,23.7,lognormal,176.6,0.14,normal,208.0,22.4,normal,248.8,23.0
-M.LRM.1.bur.1.1.B.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.6,23.6,lognormal,189.9,0.15,normal,222.7,25.3,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.B.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,24.1,lognormal,164.5,0.16,lognormal,197.2,0.15,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.B.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,20.0,lognormal,143.2,0.16,lognormal,172.6,0.15,normal,223.3,22.3
-M.LRM.1.bur.1.1.B.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.8,lognormal,134.8,0.17,lognormal,162.5,0.16,normal,217.5,22.7
-M.LRM.1.bur.1.1.B.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,21.2,lognormal,153.1,0.17,lognormal,183.3,0.16,normal,227.5,17.4
-M.LRM.1.bur.1.1.B.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,23.2,lognormal,159.9,0.16,lognormal,192.9,0.16,normal,250.3,19.3
-M.LRM.1.bur.1.1.B.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.7,0.17,lognormal,149.9,0.15,lognormal,167.6,0.15,lognormal,197.2,0.19
-M.LRM.1.bur.1.1.B.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.2,lognormal,128.4,0.19,lognormal,144.1,0.2,lognormal,164.1,0.23
-M.LRM.1.bur.1.1.B.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,18.4,lognormal,124.7,0.15,normal,137.6,15.0,lognormal,155.9,0.11
-M.LRM.1.bur.1.1.B.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.6,0.19,lognormal,136.3,0.17,lognormal,153.4,0.18,lognormal,178.6,0.22
-M.LRM.1.bur.1.1.B.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.8,0.17,lognormal,144.7,0.16,lognormal,161.5,0.16,lognormal,192.3,0.22
-M.LRM.1.bur.1.1.B.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.6,0.19,lognormal,157.4,0.15,lognormal,178.5,0.12,normal,224.3,21.4
-M.LRM.1.bur.1.1.B.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,19.8,lognormal,136.2,0.14,lognormal,154.9,0.12,lognormal,199.3,0.17
-M.LRM.1.bur.1.1.B.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,19.0,lognormal,127.2,0.15,lognormal,145.8,0.13,normal,196.6,25.7
-M.LRM.1.bur.1.1.B.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,21.3,lognormal,144.4,0.15,lognormal,164.2,0.12,lognormal,208.3,0.15
-M.LRM.1.bur.1.1.B.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.8,22.6,lognormal,152.8,0.15,lognormal,173.8,0.13,normal,213.1,19.9
-M.LRM.1.bur.1.1.B.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,23.2,normal,155.9,20.6,lognormal,172.7,0.11,lognormal,192.7,0.12
-M.LRM.1.bur.1.1.B.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,19.7,lognormal,135.3,0.14,lognormal,149.1,0.13,normal,165.0,18.8
-M.LRM.1.bur.1.1.B.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.7,lognormal,126.9,0.15,lognormal,141.9,0.12,lognormal,160.0,0.12
-M.LRM.1.bur.1.1.B.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,21.2,lognormal,144.7,0.15,normal,158.3,16.7,lognormal,176.1,0.12
-M.LRM.1.bur.1.1.B.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,21.3,lognormal,150.7,0.14,lognormal,167.6,0.11,lognormal,185.6,0.11
-M.LRM.1.bur.1.1.B.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,173.8,27.4,normal,194.2,25.0,normal,212.6,18.6,normal,225.6,17.5
-M.LRM.1.bur.1.1.B.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.2,22.6,lognormal,164.9,0.14,lognormal,187.8,0.16,lognormal,211.0,0.21
-M.LRM.1.bur.1.1.B.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,22.3,lognormal,160.2,0.15,lognormal,183.7,0.15,normal,206.5,25.8
-M.LRM.1.bur.1.1.B.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.1,23.5,normal,174.9,21.5,lognormal,201.0,0.15,lognormal,221.7,0.17
-M.LRM.1.bur.1.1.B.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,167.3,24.9,lognormal,188.4,0.15,normal,209.7,23.1,normal,222.1,21.5
-M.LRM.1.bur.1.1.B.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,169.1,23.9,normal,175.7,18.3,normal,177.9,17.6,lognormal,190.6,0.11
-M.LRM.1.bur.1.1.B.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,20.4,lognormal,152.0,0.13,normal,154.0,19.0,normal,166.0,19.4
-M.LRM.1.bur.1.1.B.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,20.7,lognormal,146.4,0.13,lognormal,148.1,0.12,normal,161.0,18.4
-M.LRM.1.bur.1.1.B.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.0,20.4,normal,160.4,17.2,lognormal,163.2,0.12,lognormal,176.4,0.12
-M.LRM.1.bur.1.1.B.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,23.5,normal,171.5,19.4,normal,173.6,18.5,lognormal,185.4,0.11
-M.LRM.1.bur.1.1.B.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,23.5,lognormal,165.7,0.17,normal,197.0,25.5,lognormal,230.6,0.11
-M.LRM.1.bur.1.1.B.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,20.1,lognormal,143.7,0.16,lognormal,168.1,0.14,lognormal,212.3,0.22
-M.LRM.1.bur.1.1.B.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,19.5,lognormal,133.9,0.17,lognormal,160.4,0.16,normal,204.4,23.1
-M.LRM.1.bur.1.1.B.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.1,21.8,lognormal,152.6,0.17,lognormal,179.6,0.14,lognormal,216.4,0.15
-M.LRM.1.bur.1.1.B.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,22.9,lognormal,159.0,0.15,lognormal,190.3,0.14,normal,223.8,22.9
-M.LRM.1.bur.1.1.B.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.3,0.19,normal,160.8,21.3,lognormal,175.1,0.12,normal,192.6,20.4
-M.LRM.1.bur.1.1.B.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,20.4,lognormal,140.4,0.15,lognormal,152.1,0.13,lognormal,166.2,0.12
-M.LRM.1.bur.1.1.B.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,19.7,lognormal,131.5,0.15,normal,144.9,16.5,lognormal,162.2,0.13
-M.LRM.1.bur.1.1.B.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,21.7,normal,148.4,19.6,normal,160.5,17.1,lognormal,176.4,0.12
-M.LRM.1.bur.1.1.B.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,22.4,lognormal,157.1,0.15,normal,170.1,18.1,lognormal,186.0,0.11
-M.LRM.1.bur.1.1.B.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,173.2,0.17,lognormal,193.8,0.14,lognormal,214.3,0.1,normal,224.0,17.9
-M.LRM.1.bur.1.1.B.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.5,22.1,lognormal,165.3,0.15,lognormal,187.2,0.16,lognormal,209.3,0.2
-M.LRM.1.bur.1.1.B.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,22.8,normal,160.5,22.3,normal,184.1,25.4,normal,206.7,24.4
-M.LRM.1.bur.1.1.B.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.4,24.4,lognormal,177.5,0.15,lognormal,200.4,0.14,lognormal,216.2,0.15
-M.LRM.1.bur.1.1.B.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.3,24.2,lognormal,187.1,0.14,lognormal,209.7,0.12,normal,219.6,20.5
-M.LRM.1.bur.1.1.B.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,168.1,22.6,lognormal,176.8,0.12,lognormal,180.2,0.12,normal,191.2,19.4
-M.LRM.1.bur.1.1.B.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.8,20.0,lognormal,152.2,0.13,lognormal,154.3,0.13,normal,166.0,19.1
-M.LRM.1.bur.1.1.B.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,20.2,lognormal,146.1,0.13,lognormal,149.1,0.13,normal,161.5,18.2
-M.LRM.1.bur.1.1.B.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.6,21.5,normal,160.8,17.9,lognormal,163.5,0.12,lognormal,177.7,0.13
-M.LRM.1.bur.1.1.B.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,163.6,21.9,lognormal,170.9,0.11,lognormal,173.5,0.11,normal,185.1,18.5
-M.LRM.1.bur.1.1.C.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,23.5,normal,162.6,21.7,normal,195.4,25.7,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.C.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,20.1,lognormal,142.9,0.16,lognormal,173.6,0.15,normal,227.2,23.8
-M.LRM.1.bur.1.1.C.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,20.2,lognormal,134.6,0.17,lognormal,163.1,0.16,normal,229.9,27.3
-M.LRM.1.bur.1.1.C.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,21.4,lognormal,152.0,0.16,normal,180.9,23.3,normal,248.2,24.7
-M.LRM.1.bur.1.1.C.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,23.3,lognormal,159.9,0.16,normal,192.9,26.9,lognormal,250.0,0.07
-M.LRM.1.bur.1.1.C.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.4,25.6,normal,193.4,25.2,normal,225.2,23.1,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.C.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.7,21.0,lognormal,164.2,0.14,normal,196.6,24.8,lognormal,230.9,0.12
-M.LRM.1.bur.1.1.C.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.5,23.3,lognormal,160.4,0.15,normal,189.8,23.3,lognormal,215.7,0.09
-M.LRM.1.bur.1.1.C.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.5,22.8,lognormal,174.7,0.14,normal,204.5,22.1,normal,247.6,26.2
-M.LRM.1.bur.1.1.C.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.2,25.3,lognormal,188.7,0.16,normal,219.8,24.2,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.C.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,23.1,lognormal,162.8,0.16,lognormal,195.8,0.15,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.C.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,20.1,lognormal,143.8,0.16,lognormal,171.3,0.14,normal,220.9,23.9
-M.LRM.1.bur.1.1.C.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,19.7,lognormal,134.4,0.17,lognormal,162.0,0.16,normal,208.8,16.8
-M.LRM.1.bur.1.1.C.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,20.7,lognormal,151.0,0.16,lognormal,182.6,0.15,normal,227.3,18.4
-M.LRM.1.bur.1.1.C.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,22.3,lognormal,159.6,0.16,normal,192.4,27.0,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.C.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.7,19.8,lognormal,156.3,0.12,normal,175.8,18.8,lognormal,204.1,0.09
-M.LRM.1.bur.1.1.C.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,17.8,normal,133.5,15.3,lognormal,150.3,0.12,lognormal,170.7,0.11
-M.LRM.1.bur.1.1.C.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,16.6,lognormal,128.5,0.11,lognormal,140.9,0.1,lognormal,157.8,0.1
-M.LRM.1.bur.1.1.C.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,18.4,normal,142.8,16.8,lognormal,160.1,0.11,lognormal,184.0,0.11
-M.LRM.1.bur.1.1.C.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,19.7,normal,151.1,17.1,lognormal,169.4,0.11,normal,198.5,19.4
-M.LRM.1.bur.1.1.C.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.2,22.5,lognormal,156.5,0.15,lognormal,177.3,0.11,normal,222.2,22.2
-M.LRM.1.bur.1.1.C.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,19.0,lognormal,136.5,0.15,lognormal,154.8,0.12,lognormal,191.0,0.15
-M.LRM.1.bur.1.1.C.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.7,lognormal,127.0,0.15,normal,145.1,16.7,normal,193.0,25.5
-M.LRM.1.bur.1.1.C.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,20.4,lognormal,144.9,0.15,lognormal,164.5,0.12,lognormal,204.0,0.14
-M.LRM.1.bur.1.1.C.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,21.6,lognormal,151.9,0.15,normal,172.8,18.8,lognormal,212.2,0.11
-M.LRM.1.bur.1.1.C.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.7,23.1,lognormal,155.3,0.14,lognormal,172.4,0.11,lognormal,190.2,0.11
-M.LRM.1.bur.1.1.C.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,19.5,lognormal,134.5,0.14,lognormal,148.2,0.13,lognormal,163.6,0.13
-M.LRM.1.bur.1.1.C.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,18.8,lognormal,127.3,0.15,lognormal,141.7,0.12,lognormal,159.8,0.12
-M.LRM.1.bur.1.1.C.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,20.7,lognormal,143.4,0.14,normal,156.9,16.4,normal,173.5,18.7
-M.LRM.1.bur.1.1.C.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.5,21.5,lognormal,150.7,0.14,lognormal,167.5,0.12,lognormal,182.8,0.11
-M.LRM.1.bur.1.1.C.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.8,25.2,lognormal,192.5,0.14,lognormal,218.4,0.12,normal,226.6,18.9
-M.LRM.1.bur.1.1.C.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,21.5,lognormal,163.4,0.14,lognormal,180.5,0.13,lognormal,199.1,0.17
-M.LRM.1.bur.1.1.C.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,22.6,lognormal,159.5,0.15,lognormal,184.2,0.16,normal,205.3,25.2
-M.LRM.1.bur.1.1.C.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,22.6,lognormal,173.7,0.14,lognormal,194.6,0.13,lognormal,210.6,0.14
-M.LRM.1.bur.1.1.C.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.1,23.6,lognormal,184.6,0.14,lognormal,208.6,0.13,normal,219.0,21.9
-M.LRM.1.bur.1.1.C.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,168.3,22.7,lognormal,174.3,0.11,normal,176.4,17.0,lognormal,190.4,0.11
-M.LRM.1.bur.1.1.C.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,20.2,normal,149.5,17.4,normal,151.3,17.4,lognormal,163.8,0.13
-M.LRM.1.bur.1.1.C.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,19.8,normal,145.1,16.6,lognormal,147.4,0.12,lognormal,159.7,0.12
-M.LRM.1.bur.1.1.C.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,21.4,normal,159.7,17.2,normal,161.4,16.8,normal,173.1,18.5
-M.LRM.1.bur.1.1.C.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,162.8,21.6,lognormal,169.5,0.11,lognormal,171.5,0.11,lognormal,184.4,0.11
-M.LRM.1.bur.1.1.C.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,23.8,lognormal,164.3,0.16,normal,194.4,25.0,normal,226.2,20.1
-M.LRM.1.bur.1.1.C.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,19.8,lognormal,142.9,0.16,lognormal,168.3,0.14,lognormal,203.1,0.19
-M.LRM.1.bur.1.1.C.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.9,lognormal,134.3,0.17,lognormal,160.1,0.15,normal,206.0,26.1
-M.LRM.1.bur.1.1.C.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,22.0,normal,150.8,21.0,lognormal,179.7,0.15,lognormal,209.8,0.14
-M.LRM.1.bur.1.1.C.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.5,lognormal,160.5,0.17,normal,189.5,24.9,normal,217.1,20.5
-M.LRM.1.bur.1.1.C.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,23.3,lognormal,161.4,0.15,lognormal,175.4,0.11,lognormal,192.2,0.12
-M.LRM.1.bur.1.1.C.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,19.7,lognormal,138.5,0.14,lognormal,149.9,0.13,lognormal,163.5,0.13
-M.LRM.1.bur.1.1.C.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,19.8,normal,131.7,18.0,lognormal,145.0,0.12,lognormal,159.9,0.12
-M.LRM.1.bur.1.1.C.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,20.7,lognormal,147.6,0.15,normal,159.1,17.3,lognormal,174.4,0.12
-M.LRM.1.bur.1.1.C.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.4,22.9,normal,157.0,21.2,normal,169.9,18.0,lognormal,184.2,0.11
-M.LRM.1.bur.1.1.C.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.1,25.5,normal,193.4,24.9,normal,208.9,17.3,normal,223.1,18.8
-M.LRM.1.bur.1.1.C.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,21.7,lognormal,163.1,0.14,lognormal,184.9,0.16,lognormal,201.5,0.18
-M.LRM.1.bur.1.1.C.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,22.2,lognormal,159.0,0.15,normal,182.4,25.8,normal,203.0,23.6
-M.LRM.1.bur.1.1.C.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.1,lognormal,173.5,0.14,lognormal,196.3,0.14,lognormal,214.2,0.15
-M.LRM.1.bur.1.1.C.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,23.7,lognormal,187.9,0.15,lognormal,207.4,0.11,normal,218.4,20.2
-M.LRM.1.bur.1.1.C.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,167.5,22.5,lognormal,174.9,0.11,lognormal,177.3,0.11,lognormal,190.3,0.11
-M.LRM.1.bur.1.1.C.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,20.5,lognormal,150.6,0.13,lognormal,152.1,0.13,lognormal,163.9,0.12
-M.LRM.1.bur.1.1.C.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,19.7,normal,144.9,16.5,normal,146.8,15.9,lognormal,160.2,0.12
-M.LRM.1.bur.1.1.C.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,153.7,21.0,normal,160.1,17.4,normal,161.8,17.5,normal,174.7,19.0
-M.LRM.1.bur.1.1.C.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,163.1,22.4,lognormal,170.2,0.12,lognormal,172.7,0.12,lognormal,186.7,0.12
-M.LRM.1.bur.1.1.D.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,22.8,lognormal,163.6,0.16,lognormal,199.0,0.16,lognormal,199.1,0.17
-M.LRM.1.bur.1.1.D.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,21.4,lognormal,145.1,0.17,lognormal,177.1,0.16,lognormal,250.0,0.09
-M.LRM.1.bur.1.1.D.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,20.3,lognormal,135.0,0.17,lognormal,164.4,0.18,lognormal,233.8,0.13
-M.LRM.1.bur.1.1.D.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,22.1,lognormal,153.3,0.17,lognormal,187.1,0.17,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.D.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,23.0,normal,161.2,23.8,lognormal,192.9,0.15,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.D.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.3,27.4,lognormal,197.9,0.15,normal,229.2,26.0,normal,229.3,26.0
-M.LRM.1.bur.1.1.D.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,156.2,25.1,lognormal,177.5,0.17,normal,203.6,22.1,lognormal,250.0,0.09
-M.LRM.1.bur.1.1.D.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.7,lognormal,164.3,0.16,normal,191.6,23.9,lognormal,225.0,0.11
-M.LRM.1.bur.1.1.D.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,26.4,lognormal,185.3,0.16,lognormal,224.4,0.16,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.D.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,172.7,27.0,lognormal,195.9,0.16,lognormal,225.3,0.12,lognormal,225.4,0.12
-M.LRM.1.bur.1.1.D.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,24.2,lognormal,164.6,0.17,normal,198.8,29.1,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.D.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,20.7,lognormal,144.0,0.16,lognormal,175.5,0.16,normal,249.0,22.5
-M.LRM.1.bur.1.1.D.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,20.1,lognormal,134.6,0.17,lognormal,162.9,0.16,normal,218.8,21.4
-M.LRM.1.bur.1.1.D.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.0,22.0,lognormal,152.8,0.17,lognormal,185.4,0.17,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.D.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.7,23.4,lognormal,160.7,0.16,lognormal,193.0,0.15,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.D.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.3,23.0,lognormal,162.9,0.13,lognormal,180.9,0.12,normal,213.8,16.6
-M.LRM.1.bur.1.1.D.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,19.3,normal,142.0,15.7,normal,156.2,15.3,lognormal,176.6,0.09
-M.LRM.1.bur.1.1.D.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,16.8,normal,129.6,13.5,normal,141.5,12.9,lognormal,158.8,0.1
-M.LRM.1.bur.1.1.D.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,20.7,lognormal,150.4,0.13,normal,165.5,16.6,normal,190.2,15.5
-M.LRM.1.bur.1.1.D.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,21.6,lognormal,159.1,0.14,normal,175.5,18.8,lognormal,208.1,0.09
-M.LRM.1.bur.1.1.D.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,23.1,lognormal,156.6,0.15,lognormal,179.0,0.13,normal,248.6,23.7
-M.LRM.1.bur.1.1.D.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,20.6,lognormal,137.7,0.15,lognormal,158.4,0.13,lognormal,216.4,0.1
-M.LRM.1.bur.1.1.D.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,19.2,lognormal,127.6,0.15,lognormal,147.8,0.13,lognormal,197.7,0.11
-M.LRM.1.bur.1.1.D.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,21.3,lognormal,145.6,0.15,normal,166.6,19.0,normal,220.9,16.9
-M.LRM.1.bur.1.1.D.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.3,22.9,lognormal,152.6,0.15,lognormal,175.4,0.13,normal,247.2,27.4
-M.LRM.1.bur.1.1.D.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.5,23.2,normal,155.8,20.5,lognormal,176.4,0.12,lognormal,197.4,0.12
-M.LRM.1.bur.1.1.D.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,20.1,lognormal,136.7,0.14,lognormal,155.2,0.12,lognormal,174.0,0.12
-M.LRM.1.bur.1.1.D.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.9,lognormal,128.1,0.16,lognormal,144.0,0.12,normal,162.1,18.3
-M.LRM.1.bur.1.1.D.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.2,21.2,lognormal,145.2,0.15,lognormal,162.5,0.12,lognormal,181.4,0.11
-M.LRM.1.bur.1.1.D.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.9,lognormal,153.4,0.15,lognormal,171.9,0.12,lognormal,191.4,0.11
-M.LRM.1.bur.1.1.D.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.6,26.5,lognormal,199.5,0.16,normal,230.3,25.1,lognormal,250.0,0.07
-M.LRM.1.bur.1.1.D.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,156.2,25.8,lognormal,176.6,0.16,normal,205.1,24.0,normal,231.1,18.1
-M.LRM.1.bur.1.1.D.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.8,normal,162.5,22.6,normal,186.8,20.8,lognormal,208.1,0.1
-M.LRM.1.bur.1.1.D.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,164.7,26.3,lognormal,185.2,0.16,normal,214.0,24.4,lognormal,235.0,0.07
-M.LRM.1.bur.1.1.D.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,172.2,27.2,lognormal,194.3,0.15,normal,226.1,26.8,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.D.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.9,24.3,lognormal,179.3,0.12,lognormal,182.3,0.11,lognormal,195.1,0.11
-M.LRM.1.bur.1.1.D.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,151.5,22.4,normal,159.2,18.3,lognormal,162.7,0.12,lognormal,175.0,0.11
-M.LRM.1.bur.1.1.D.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,20.3,lognormal,148.1,0.13,lognormal,150.8,0.12,lognormal,163.0,0.12
-M.LRM.1.bur.1.1.D.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,160.3,23.1,lognormal,168.6,0.12,lognormal,171.5,0.12,normal,183.6,19.3
-M.LRM.1.bur.1.1.D.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.9,23.1,lognormal,174.3,0.12,lognormal,178.2,0.12,lognormal,191.5,0.11
-M.LRM.1.bur.1.1.D.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.6,24.5,normal,164.1,23.2,lognormal,196.6,0.15,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.D.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,20.8,lognormal,145.9,0.17,lognormal,176.7,0.17,normal,227.4,16.5
-M.LRM.1.bur.1.1.D.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,20.1,lognormal,134.8,0.17,lognormal,164.0,0.17,normal,206.6,18.0
-M.LRM.1.bur.1.1.D.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,22.6,lognormal,153.2,0.17,lognormal,185.7,0.17,lognormal,250.0,0.1
-M.LRM.1.bur.1.1.D.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.2,lognormal,161.4,0.17,lognormal,194.0,0.16,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.D.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,24.7,normal,161.5,21.4,normal,178.3,18.2,lognormal,198.4,0.13
-M.LRM.1.bur.1.1.D.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,21.0,lognormal,143.2,0.16,normal,159.1,18.1,normal,174.5,18.6
-M.LRM.1.bur.1.1.D.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,20.0,normal,131.6,18.0,lognormal,147.4,0.13,lognormal,163.5,0.12
-M.LRM.1.bur.1.1.D.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.9,lognormal,151.5,0.16,lognormal,167.3,0.12,lognormal,184.6,0.12
-M.LRM.1.bur.1.1.D.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,23.3,normal,158.8,22.5,lognormal,176.3,0.12,lognormal,194.1,0.12
-M.LRM.1.bur.1.1.D.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.8,27.6,lognormal,198.4,0.15,normal,227.9,25.4,lognormal,250.0,0.08
-M.LRM.1.bur.1.1.D.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,155.6,25.5,lognormal,176.0,0.16,normal,204.3,23.7,lognormal,250.0,0.13
-M.LRM.1.bur.1.1.D.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.7,24.5,lognormal,163.4,0.16,normal,187.5,21.4,normal,208.1,18.3
-M.LRM.1.bur.1.1.D.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,164.2,24.9,lognormal,185.3,0.16,normal,214.2,23.7,lognormal,250.0,0.1
-M.LRM.1.bur.1.1.D.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,172.7,27.0,lognormal,195.6,0.16,lognormal,234.4,0.15,lognormal,250.0,0.06
-M.LRM.1.bur.1.1.D.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.4,23.8,lognormal,179.0,0.12,lognormal,182.6,0.12,lognormal,196.0,0.11
-M.LRM.1.bur.1.1.D.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,151.8,22.9,lognormal,160.2,0.13,lognormal,163.2,0.12,normal,174.6,17.6
-M.LRM.1.bur.1.1.D.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.3,20.5,lognormal,148.4,0.13,lognormal,151.0,0.12,lognormal,164.0,0.13
-M.LRM.1.bur.1.1.D.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,159.9,22.9,lognormal,168.1,0.12,lognormal,170.9,0.12,lognormal,183.9,0.12
-M.LRM.1.bur.1.1.D.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,167.1,23.0,lognormal,174.6,0.12,lognormal,178.4,0.12,lognormal,191.1,0.11
-M.LRM.1.spm.0.0.A.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.1,lognormal,135.3,0.13,lognormal,154.1,0.13,lognormal,182.2,0.18
-M.LRM.1.spm.0.0.A.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,15.6,lognormal,113.8,0.15,lognormal,127.9,0.15,lognormal,147.7,0.2
-M.LRM.1.spm.0.0.A.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.7,0.16,lognormal,113.2,0.15,lognormal,133.2,0.15,normal,163.7,17.4
-M.LRM.1.spm.0.0.A.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,16.6,lognormal,122.6,0.15,lognormal,137.1,0.14,lognormal,161.9,0.2
-M.LRM.1.spm.0.0.A.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,16.9,lognormal,129.9,0.13,lognormal,147.3,0.14,lognormal,172.0,0.18
-M.LRM.1.spm.0.0.A.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.5,0.16,lognormal,145.8,0.17,lognormal,159.6,0.14,lognormal,180.3,0.18
-M.LRM.1.spm.0.0.A.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.3,0.2,lognormal,119.0,0.18,lognormal,132.5,0.18,lognormal,146.4,0.19
-M.LRM.1.spm.0.0.A.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.9,0.19,lognormal,123.7,0.18,lognormal,145.1,0.17,lognormal,163.8,0.11
-M.LRM.1.spm.0.0.A.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.2,lognormal,129.6,0.18,lognormal,142.9,0.17,lognormal,163.9,0.22
-M.LRM.1.spm.0.0.A.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.1,0.18,lognormal,138.3,0.16,lognormal,152.8,0.16,lognormal,172.3,0.18
-M.LRM.1.spm.0.0.A.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,16.9,lognormal,134.8,0.13,lognormal,153.9,0.13,lognormal,181.3,0.17
-M.LRM.1.spm.0.0.A.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.4,0.16,lognormal,113.6,0.15,lognormal,127.5,0.15,lognormal,148.0,0.2
-M.LRM.1.spm.0.0.A.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,15.5,lognormal,113.5,0.15,lognormal,133.3,0.15,normal,163.9,17.5
-M.LRM.1.spm.0.0.A.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.5,0.16,lognormal,122.2,0.14,lognormal,135.8,0.13,lognormal,158.2,0.18
-M.LRM.1.spm.0.0.A.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,17.2,lognormal,130.1,0.13,lognormal,147.0,0.13,lognormal,172.0,0.17
-M.LRM.1.spm.0.0.A.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.5,0.16,lognormal,145.8,0.17,lognormal,159.6,0.14,lognormal,180.3,0.18
-M.LRM.1.spm.0.0.A.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.3,0.2,lognormal,119.0,0.18,lognormal,132.5,0.18,lognormal,146.4,0.19
-M.LRM.1.spm.0.0.A.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.9,0.19,lognormal,123.7,0.18,lognormal,145.1,0.17,lognormal,163.8,0.11
-M.LRM.1.spm.0.0.A.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.2,lognormal,129.6,0.18,lognormal,142.9,0.17,lognormal,163.9,0.22
-M.LRM.1.spm.0.0.A.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.1,0.18,lognormal,138.3,0.16,lognormal,152.8,0.16,lognormal,172.3,0.18
-M.LRM.1.spm.0.0.A.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,16.8,lognormal,134.6,0.12,lognormal,152.3,0.13,lognormal,178.8,0.15
-M.LRM.1.spm.0.0.A.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.4,0.16,lognormal,113.3,0.15,lognormal,127.2,0.15,lognormal,149.8,0.21
-M.LRM.1.spm.0.0.A.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,15.4,lognormal,112.7,0.14,lognormal,129.0,0.14,lognormal,152.0,0.14
-M.LRM.1.spm.0.0.A.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,16.1,lognormal,120.7,0.13,lognormal,135.6,0.13,lognormal,157.4,0.18
-M.LRM.1.spm.0.0.A.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,17.0,lognormal,129.6,0.13,lognormal,142.8,0.14,lognormal,156.8,0.18
-M.LRM.1.spm.0.0.A.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,17.2,lognormal,134.9,0.13,lognormal,149.0,0.13,lognormal,163.3,0.17
-M.LRM.1.spm.0.0.A.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.6,0.17,lognormal,113.0,0.15,lognormal,123.1,0.16,lognormal,131.9,0.19
-M.LRM.1.spm.0.0.A.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,15.3,lognormal,110.4,0.14,lognormal,118.9,0.17,lognormal,129.2,0.19
-M.LRM.1.spm.0.0.A.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.4,0.16,lognormal,121.0,0.14,lognormal,132.5,0.15,lognormal,143.0,0.18
-M.LRM.1.spm.0.0.A.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,16.9,lognormal,129.8,0.13,lognormal,142.5,0.14,lognormal,154.3,0.17
-M.LRM.1.spm.0.0.A.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.0,0.17,lognormal,146.6,0.17,lognormal,162.3,0.16,lognormal,181.2,0.17
-M.LRM.1.spm.0.0.A.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.6,0.2,lognormal,119.3,0.19,lognormal,132.6,0.18,lognormal,146.7,0.19
-M.LRM.1.spm.0.0.A.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.1,0.19,lognormal,124.0,0.18,lognormal,141.5,0.15,lognormal,153.3,0.14
-M.LRM.1.spm.0.0.A.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.19,lognormal,128.5,0.17,lognormal,142.5,0.17,lognormal,158.5,0.18
-M.LRM.1.spm.0.0.A.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.2,0.18,lognormal,138.4,0.16,lognormal,153.9,0.16,lognormal,174.4,0.19
-M.LRM.1.spm.0.0.A.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.0,0.16,lognormal,143.1,0.15,lognormal,153.2,0.15,lognormal,161.7,0.16
-M.LRM.1.spm.0.0.A.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.3,0.2,lognormal,118.8,0.19,lognormal,126.6,0.19,lognormal,132.4,0.2
-M.LRM.1.spm.0.0.A.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.6,0.19,lognormal,119.7,0.19,lognormal,122.8,0.2,lognormal,129.2,0.2
-M.LRM.1.spm.0.0.A.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.18,lognormal,127.8,0.17,lognormal,135.0,0.16,lognormal,142.3,0.18
-M.LRM.1.spm.0.0.A.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.4,0.18,lognormal,137.5,0.16,lognormal,146.4,0.16,lognormal,156.0,0.18
-M.LRM.1.spm.0.0.A.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,17.9,lognormal,135.4,0.13,lognormal,153.0,0.13,lognormal,184.7,0.2
-M.LRM.1.spm.0.0.A.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.7,0.17,lognormal,113.6,0.15,lognormal,128.2,0.15,lognormal,149.7,0.21
-M.LRM.1.spm.0.0.A.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,15.5,lognormal,113.4,0.15,lognormal,132.7,0.15,lognormal,153.6,0.14
-M.LRM.1.spm.0.0.A.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.1,0.16,lognormal,121.1,0.14,lognormal,135.4,0.13,lognormal,158.2,0.18
-M.LRM.1.spm.0.0.A.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,16.9,lognormal,130.1,0.13,lognormal,147.0,0.14,lognormal,174.5,0.19
-M.LRM.1.spm.0.0.A.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,16.9,lognormal,134.9,0.12,lognormal,149.2,0.14,lognormal,162.1,0.16
-M.LRM.1.spm.0.0.A.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.4,0.16,lognormal,113.2,0.15,lognormal,123.3,0.17,lognormal,132.5,0.2
-M.LRM.1.spm.0.0.A.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,15.3,lognormal,110.9,0.15,lognormal,118.8,0.17,lognormal,129.2,0.2
-M.LRM.1.spm.0.0.A.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,16.0,lognormal,120.8,0.14,lognormal,132.8,0.15,lognormal,142.5,0.18
-M.LRM.1.spm.0.0.A.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,16.8,lognormal,129.8,0.13,lognormal,142.6,0.14,lognormal,153.2,0.16
-M.LRM.1.spm.0.0.A.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.8,0.16,lognormal,144.1,0.15,lognormal,162.7,0.17,lognormal,185.0,0.19
-M.LRM.1.spm.0.0.A.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.3,0.2,lognormal,119.0,0.18,lognormal,132.0,0.18,lognormal,146.5,0.19
-M.LRM.1.spm.0.0.A.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.1,0.19,lognormal,123.8,0.18,lognormal,140.9,0.15,lognormal,153.3,0.13
-M.LRM.1.spm.0.0.A.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.8,0.2,lognormal,129.3,0.18,lognormal,142.9,0.17,lognormal,161.2,0.2
-M.LRM.1.spm.0.0.A.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.1,0.18,lognormal,138.1,0.16,lognormal,153.4,0.16,lognormal,174.3,0.19
-M.LRM.1.spm.0.0.A.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.4,0.17,lognormal,143.4,0.15,lognormal,153.3,0.16,lognormal,161.9,0.17
-M.LRM.1.spm.0.0.A.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.5,0.21,lognormal,118.7,0.19,lognormal,126.9,0.19,lognormal,132.6,0.19
-M.LRM.1.spm.0.0.A.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.7,0.19,lognormal,120.0,0.19,lognormal,123.1,0.2,lognormal,129.0,0.2
-M.LRM.1.spm.0.0.A.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.7,0.2,lognormal,128.5,0.18,lognormal,134.9,0.16,lognormal,143.1,0.18
-M.LRM.1.spm.0.0.A.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.1,0.18,lognormal,138.2,0.16,lognormal,146.9,0.16,lognormal,154.3,0.17
-M.LRM.1.spm.0.0.B.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,18.9,lognormal,141.0,0.15,lognormal,162.9,0.16,lognormal,213.4,0.26
-M.LRM.1.spm.0.0.B.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.2,0.18,lognormal,120.5,0.17,lognormal,138.7,0.18,lognormal,174.8,0.27
-M.LRM.1.spm.0.0.B.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.4,lognormal,116.6,0.15,lognormal,136.5,0.15,normal,165.3,14.9
-M.LRM.1.spm.0.0.B.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.7,0.17,lognormal,128.0,0.16,lognormal,147.4,0.18,lognormal,191.8,0.29
-M.LRM.1.spm.0.0.B.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,18.3,lognormal,135.8,0.15,lognormal,156.9,0.17,lognormal,205.1,0.27
-M.LRM.1.spm.0.0.B.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.19,lognormal,158.3,0.18,lognormal,183.8,0.22,lognormal,212.0,0.26
-M.LRM.1.spm.0.0.B.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.24,lognormal,134.7,0.23,lognormal,153.0,0.24,lognormal,175.7,0.28
-M.LRM.1.spm.0.0.B.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.1,0.2,lognormal,132.5,0.18,normal,148.7,19.1,normal,166.2,16.0
-M.LRM.1.spm.0.0.B.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.9,0.2,lognormal,142.0,0.21,lognormal,163.5,0.24,lognormal,189.0,0.28
-M.LRM.1.spm.0.0.B.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.6,0.19,lognormal,152.7,0.2,lognormal,176.8,0.23,lognormal,203.9,0.27
-M.LRM.1.spm.0.0.B.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,18.9,lognormal,140.4,0.14,lognormal,162.4,0.16,lognormal,209.5,0.24
-M.LRM.1.spm.0.0.B.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.7,0.18,lognormal,120.7,0.17,lognormal,138.3,0.18,lognormal,176.4,0.29
-M.LRM.1.spm.0.0.B.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,16.3,lognormal,117.5,0.16,lognormal,135.7,0.15,lognormal,165.7,0.1
-M.LRM.1.spm.0.0.B.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.17,lognormal,128.4,0.16,lognormal,147.4,0.17,lognormal,192.8,0.28
-M.LRM.1.spm.0.0.B.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,18.3,lognormal,135.7,0.15,lognormal,158.6,0.17,lognormal,207.9,0.27
-M.LRM.1.spm.0.0.B.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.19,lognormal,158.3,0.18,lognormal,183.8,0.22,lognormal,212.0,0.26
-M.LRM.1.spm.0.0.B.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.24,lognormal,134.7,0.23,lognormal,153.0,0.24,lognormal,175.7,0.28
-M.LRM.1.spm.0.0.B.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.1,0.2,lognormal,132.5,0.18,normal,148.7,19.1,normal,166.2,16.0
-M.LRM.1.spm.0.0.B.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.9,0.2,lognormal,142.0,0.21,lognormal,163.5,0.24,lognormal,189.0,0.28
-M.LRM.1.spm.0.0.B.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.6,0.19,lognormal,152.7,0.2,lognormal,176.8,0.23,lognormal,203.9,0.27
-M.LRM.1.spm.0.0.B.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,19.3,lognormal,140.4,0.14,lognormal,159.2,0.14,lognormal,200.0,0.21
-M.LRM.1.spm.0.0.B.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.0,0.18,lognormal,119.8,0.17,lognormal,135.6,0.16,lognormal,162.6,0.22
-M.LRM.1.spm.0.0.B.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,16.1,lognormal,115.9,0.15,normal,131.6,16.1,lognormal,153.8,0.12
-M.LRM.1.spm.0.0.B.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.17,lognormal,127.5,0.15,lognormal,145.3,0.16,lognormal,178.3,0.22
-M.LRM.1.spm.0.0.B.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,18.6,lognormal,135.5,0.15,lognormal,154.0,0.15,lognormal,191.9,0.21
-M.LRM.1.spm.0.0.B.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,18.2,lognormal,139.6,0.14,lognormal,154.6,0.14,lognormal,171.9,0.16
-M.LRM.1.spm.0.0.B.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.6,0.17,lognormal,118.8,0.16,lognormal,129.5,0.16,lognormal,142.5,0.2
-M.LRM.1.spm.0.0.B.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,16.4,lognormal,113.9,0.15,lognormal,125.4,0.17,lognormal,138.2,0.18
-M.LRM.1.spm.0.0.B.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.17,lognormal,126.7,0.15,lognormal,138.7,0.15,lognormal,154.6,0.19
-M.LRM.1.spm.0.0.B.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,18.2,lognormal,134.7,0.14,lognormal,149.0,0.14,lognormal,163.8,0.16
-M.LRM.1.spm.0.0.B.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.19,lognormal,158.7,0.19,lognormal,182.8,0.21,lognormal,203.5,0.22
-M.LRM.1.spm.0.0.B.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.23,lognormal,133.4,0.23,lognormal,151.8,0.24,lognormal,165.2,0.24
-M.LRM.1.spm.0.0.B.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.0,0.21,lognormal,131.4,0.18,lognormal,144.6,0.13,lognormal,154.8,0.13
-M.LRM.1.spm.0.0.B.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.0,0.21,lognormal,142.5,0.21,lognormal,165.3,0.24,lognormal,179.2,0.23
-M.LRM.1.spm.0.0.B.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.6,0.21,lognormal,154.0,0.2,lognormal,175.2,0.22,lognormal,194.6,0.22
-M.LRM.1.spm.0.0.B.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.19,lognormal,155.4,0.17,lognormal,161.0,0.14,lognormal,169.5,0.14
-M.LRM.1.spm.0.0.B.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.23,lognormal,129.7,0.21,lognormal,134.5,0.19,lognormal,142.1,0.2
-M.LRM.1.spm.0.0.B.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.6,0.2,lognormal,127.2,0.18,lognormal,130.9,0.19,lognormal,137.9,0.18
-M.LRM.1.spm.0.0.B.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.3,0.21,lognormal,139.2,0.2,lognormal,144.2,0.17,lognormal,153.4,0.18
-M.LRM.1.spm.0.0.B.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.5,0.2,lognormal,149.3,0.18,lognormal,155.4,0.16,lognormal,164.5,0.17
-M.LRM.1.spm.0.0.B.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,19.0,lognormal,140.5,0.14,lognormal,161.0,0.15,lognormal,204.4,0.23
-M.LRM.1.spm.0.0.B.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.5,0.17,lognormal,120.5,0.17,lognormal,138.3,0.18,lognormal,164.7,0.23
-M.LRM.1.spm.0.0.B.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,16.3,lognormal,116.8,0.16,normal,134.7,17.7,lognormal,154.5,0.12
-M.LRM.1.spm.0.0.B.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.17,lognormal,128.3,0.16,lognormal,148.2,0.18,lognormal,179.2,0.23
-M.LRM.1.spm.0.0.B.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,18.4,lognormal,136.0,0.15,lognormal,157.2,0.16,lognormal,195.2,0.23
-M.LRM.1.spm.0.0.B.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,19.3,lognormal,140.6,0.15,lognormal,155.0,0.13,lognormal,171.5,0.15
-M.LRM.1.spm.0.0.B.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.7,0.18,lognormal,119.0,0.16,lognormal,129.5,0.16,lognormal,141.9,0.19
-M.LRM.1.spm.0.0.B.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,16.6,lognormal,115.0,0.15,lognormal,125.3,0.16,lognormal,137.6,0.18
-M.LRM.1.spm.0.0.B.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.5,0.17,lognormal,127.3,0.16,lognormal,138.4,0.15,lognormal,152.8,0.18
-M.LRM.1.spm.0.0.B.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.4,0.17,lognormal,135.5,0.14,lognormal,149.1,0.14,lognormal,164.4,0.17
-M.LRM.1.spm.0.0.B.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.5,0.19,lognormal,158.5,0.19,lognormal,181.8,0.2,lognormal,203.5,0.22
-M.LRM.1.spm.0.0.B.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.5,0.22,lognormal,132.1,0.22,lognormal,151.9,0.24,lognormal,166.2,0.24
-M.LRM.1.spm.0.0.B.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.2,0.21,lognormal,131.7,0.18,lognormal,144.5,0.13,lognormal,154.2,0.12
-M.LRM.1.spm.0.0.B.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.0,0.21,lognormal,143.3,0.22,lognormal,163.2,0.23,lognormal,180.6,0.24
-M.LRM.1.spm.0.0.B.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.0,0.2,lognormal,152.9,0.2,lognormal,176.8,0.23,lognormal,192.3,0.21
-M.LRM.1.spm.0.0.B.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.2,0.19,lognormal,155.7,0.18,lognormal,161.8,0.15,lognormal,170.7,0.15
-M.LRM.1.spm.0.0.B.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.23,lognormal,129.1,0.21,lognormal,133.6,0.19,lognormal,141.7,0.19
-M.LRM.1.spm.0.0.B.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.2,0.21,lognormal,128.0,0.19,lognormal,131.9,0.19,lognormal,138.3,0.18
-M.LRM.1.spm.0.0.B.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.2,0.21,lognormal,139.9,0.2,lognormal,144.8,0.18,lognormal,153.8,0.19
-M.LRM.1.spm.0.0.B.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.9,0.2,lognormal,149.2,0.18,lognormal,155.5,0.17,lognormal,165.2,0.17
-M.LRM.1.spm.0.0.C.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,20.8,lognormal,147.1,0.15,lognormal,172.2,0.16,normal,217.4,18.2
-M.LRM.1.spm.0.0.C.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,17.2,lognormal,126.8,0.15,lognormal,146.8,0.14,normal,183.4,20.3
-M.LRM.1.spm.0.0.C.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.5,lognormal,121.8,0.17,normal,139.7,19.6,normal,167.6,15.0
-M.LRM.1.spm.0.0.C.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.17,lognormal,135.1,0.15,lognormal,158.4,0.16,normal,198.3,21.0
-M.LRM.1.spm.0.0.C.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,19.3,lognormal,143.3,0.16,normal,166.7,22.5,normal,216.0,22.8
-M.LRM.1.spm.0.0.C.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.8,21.9,lognormal,167.8,0.14,lognormal,192.3,0.12,normal,237.9,30.8
-M.LRM.1.spm.0.0.C.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.8,0.18,lognormal,141.1,0.16,normal,160.3,19.1,normal,182.9,20.8
-M.LRM.1.spm.0.0.C.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,18.3,normal,137.8,16.1,lognormal,152.0,0.1,lognormal,167.9,0.09
-M.LRM.1.spm.0.0.C.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.17,lognormal,150.2,0.15,lognormal,172.5,0.13,normal,201.7,23.3
-M.LRM.1.spm.0.0.C.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,21.9,lognormal,160.7,0.14,normal,184.4,19.8,normal,216.1,23.3
-M.LRM.1.spm.0.0.C.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,20.7,lognormal,148.4,0.16,lognormal,172.5,0.15,normal,223.7,22.1
-M.LRM.1.spm.0.0.C.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.2,lognormal,126.7,0.15,lognormal,147.7,0.15,normal,183.4,21.1
-M.LRM.1.spm.0.0.C.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,17.9,lognormal,121.9,0.17,normal,139.9,19.1,normal,167.5,14.9
-M.LRM.1.spm.0.0.C.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,18.4,lognormal,134.4,0.15,normal,157.6,22.1,lognormal,198.1,0.12
-M.LRM.1.spm.0.0.C.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,19.7,lognormal,143.8,0.16,lognormal,167.6,0.15,normal,218.6,24.7
-M.LRM.1.spm.0.0.C.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.8,21.9,lognormal,167.8,0.14,lognormal,192.3,0.12,normal,237.9,30.8
-M.LRM.1.spm.0.0.C.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.8,0.18,lognormal,141.1,0.16,normal,160.3,19.1,normal,182.9,20.8
-M.LRM.1.spm.0.0.C.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,18.3,normal,137.8,16.1,lognormal,152.0,0.1,lognormal,167.9,0.09
-M.LRM.1.spm.0.0.C.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.17,lognormal,150.2,0.15,lognormal,172.5,0.13,normal,201.7,23.3
-M.LRM.1.spm.0.0.C.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,21.9,lognormal,160.7,0.14,normal,184.4,19.8,normal,216.1,23.3
-M.LRM.1.spm.0.0.C.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,20.2,lognormal,146.4,0.15,lognormal,167.3,0.14,lognormal,207.1,0.1
-M.LRM.1.spm.0.0.C.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.2,normal,125.4,16.4,lognormal,143.2,0.13,lognormal,170.4,0.12
-M.LRM.1.spm.0.0.C.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,17.5,lognormal,120.4,0.16,normal,134.1,16.4,lognormal,154.8,0.12
-M.LRM.1.spm.0.0.C.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,18.3,lognormal,133.6,0.15,normal,153.4,19.2,lognormal,186.9,0.13
-M.LRM.1.spm.0.0.C.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,20.3,normal,141.6,19.1,lognormal,163.0,0.14,lognormal,200.7,0.11
-M.LRM.1.spm.0.0.C.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,21.2,lognormal,145.3,0.15,normal,158.6,17.9,lognormal,175.4,0.12
-M.LRM.1.spm.0.0.C.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,16.9,lognormal,123.8,0.14,lognormal,134.5,0.15,lognormal,148.2,0.17
-M.LRM.1.spm.0.0.C.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.4,lognormal,118.6,0.16,normal,129.7,16.2,normal,141.6,15.1
-M.LRM.1.spm.0.0.C.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,18.4,normal,131.5,16.4,lognormal,143.5,0.13,lognormal,160.0,0.16
-M.LRM.1.spm.0.0.C.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,19.6,normal,141.0,18.5,lognormal,155.0,0.14,lognormal,170.9,0.14
-M.LRM.1.spm.0.0.C.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.0,0.16,lognormal,166.9,0.13,normal,188.5,18.5,normal,211.0,19.6
-M.LRM.1.spm.0.0.C.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.5,0.17,lognormal,140.3,0.15,lognormal,157.5,0.12,lognormal,172.5,0.13
-M.LRM.1.spm.0.0.C.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,18.5,normal,136.6,15.3,lognormal,148.1,0.11,normal,155.6,16.6
-M.LRM.1.spm.0.0.C.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.1,0.17,lognormal,151.6,0.15,lognormal,171.3,0.13,lognormal,187.7,0.12
-M.LRM.1.spm.0.0.C.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.9,0.17,lognormal,162.6,0.14,normal,184.3,19.7,lognormal,203.2,0.11
-M.LRM.1.spm.0.0.C.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,153.0,0.15,lognormal,161.8,0.13,normal,166.2,19.1,lognormal,176.2,0.13
-M.LRM.1.spm.0.0.C.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.4,0.17,lognormal,135.4,0.15,lognormal,139.0,0.16,lognormal,148.1,0.17
-M.LRM.1.spm.0.0.C.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,17.8,normal,132.1,15.9,normal,135.3,16.3,lognormal,142.1,0.12
-M.LRM.1.spm.0.0.C.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,21.2,lognormal,145.8,0.15,lognormal,150.4,0.15,lognormal,158.9,0.15
-M.LRM.1.spm.0.0.C.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,22.0,lognormal,155.6,0.13,lognormal,160.4,0.13,lognormal,170.1,0.14
-M.LRM.1.spm.0.0.C.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,20.8,lognormal,147.7,0.16,lognormal,173.1,0.16,normal,208.7,18.2
-M.LRM.1.spm.0.0.C.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.1,lognormal,126.6,0.15,lognormal,146.6,0.14,lognormal,172.7,0.13
-M.LRM.1.spm.0.0.C.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,17.8,lognormal,121.9,0.17,normal,136.9,17.6,lognormal,155.8,0.12
-M.LRM.1.spm.0.0.C.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,17.9,lognormal,135.3,0.16,normal,156.0,20.1,lognormal,187.8,0.12
-M.LRM.1.spm.0.0.C.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,19.8,lognormal,143.3,0.16,lognormal,167.8,0.16,lognormal,205.7,0.12
-M.LRM.1.spm.0.0.C.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,20.8,normal,146.5,19.4,normal,159.6,18.6,lognormal,175.2,0.12
-M.LRM.1.spm.0.0.C.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.4,lognormal,124.8,0.15,lognormal,134.8,0.15,lognormal,147.7,0.16
-M.LRM.1.spm.0.0.C.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,17.8,lognormal,119.9,0.16,normal,130.0,16.3,lognormal,141.8,0.12
-M.LRM.1.spm.0.0.C.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.0,0.17,lognormal,133.8,0.15,lognormal,144.6,0.14,normal,159.1,21.4
-M.LRM.1.spm.0.0.C.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,19.4,lognormal,141.4,0.15,normal,154.5,19.1,lognormal,170.1,0.13
-M.LRM.1.spm.0.0.C.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.8,21.9,lognormal,166.2,0.13,lognormal,193.7,0.12,normal,211.4,19.9
-M.LRM.1.spm.0.0.C.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.3,0.18,lognormal,141.1,0.15,normal,158.2,18.1,lognormal,172.8,0.12
-M.LRM.1.spm.0.0.C.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,18.3,lognormal,136.7,0.12,lognormal,147.4,0.11,lognormal,155.5,0.12
-M.LRM.1.spm.0.0.C.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.3,0.16,lognormal,150.2,0.14,lognormal,172.3,0.13,normal,189.2,21.7
-M.LRM.1.spm.0.0.C.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.4,0.17,lognormal,161.5,0.14,normal,183.4,19.6,lognormal,203.8,0.11
-M.LRM.1.spm.0.0.C.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.2,21.3,normal,160.8,18.2,lognormal,165.8,0.12,lognormal,174.9,0.12
-M.LRM.1.spm.0.0.C.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.4,0.17,lognormal,135.2,0.15,lognormal,139.0,0.16,lognormal,147.7,0.17
-M.LRM.1.spm.0.0.C.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,18.1,normal,132.6,16.0,normal,135.4,15.7,normal,141.8,15.2
-M.LRM.1.spm.0.0.C.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.4,0.17,lognormal,145.4,0.14,lognormal,149.9,0.15,lognormal,159.2,0.15
-M.LRM.1.spm.0.0.C.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.0,0.16,lognormal,155.7,0.13,lognormal,160.7,0.13,lognormal,169.5,0.13
-M.LRM.1.spm.0.0.D.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,22.9,lognormal,151.6,0.17,lognormal,175.6,0.17,normal,235.1,19.9
-M.LRM.1.spm.0.0.D.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,20.4,lognormal,132.5,0.17,lognormal,152.3,0.16,normal,190.0,16.6
-M.LRM.1.spm.0.0.D.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,18.8,lognormal,122.2,0.17,lognormal,141.2,0.16,lognormal,168.4,0.09
-M.LRM.1.spm.0.0.D.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,21.2,lognormal,138.8,0.16,lognormal,162.6,0.17,normal,207.6,17.7
-M.LRM.1.spm.0.0.D.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,21.9,lognormal,146.9,0.17,lognormal,170.6,0.17,normal,223.9,18.6
-M.LRM.1.spm.0.0.D.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,167.2,25.4,lognormal,179.1,0.14,normal,202.1,21.6,normal,247.8,25.8
-M.LRM.1.spm.0.0.D.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,21.6,normal,154.8,18.4,normal,171.4,16.2,normal,191.6,15.7
-M.LRM.1.spm.0.0.D.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,132.2,18.0,normal,140.2,16.1,normal,154.1,14.8,normal,169.1,14.9
-M.LRM.1.spm.0.0.D.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,156.0,24.1,normal,165.1,20.6,normal,184.8,19.2,normal,210.2,17.7
-M.LRM.1.spm.0.0.D.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,163.1,24.8,normal,173.3,21.1,lognormal,197.8,0.12,normal,225.3,19.6
-M.LRM.1.spm.0.0.D.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,22.0,lognormal,150.9,0.17,lognormal,176.8,0.18,normal,220.9,13.3
-M.LRM.1.spm.0.0.D.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,20.5,lognormal,132.4,0.17,normal,153.5,22.9,lognormal,189.7,0.09
-M.LRM.1.spm.0.0.D.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.0,lognormal,122.4,0.17,normal,139.2,19.0,normal,168.0,14.8
-M.LRM.1.spm.0.0.D.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,21.4,lognormal,139.9,0.17,normal,161.4,23.6,normal,208.7,18.0
-M.LRM.1.spm.0.0.D.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,22.0,lognormal,146.3,0.17,lognormal,169.8,0.16,normal,225.3,19.6
-M.LRM.1.spm.0.0.D.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,167.2,25.4,lognormal,179.1,0.14,normal,202.1,21.6,normal,247.8,25.8
-M.LRM.1.spm.0.0.D.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,21.6,normal,154.8,18.4,normal,171.4,16.2,normal,191.6,15.7
-M.LRM.1.spm.0.0.D.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,132.2,18.0,normal,140.2,16.1,normal,154.1,14.8,normal,169.1,14.9
-M.LRM.1.spm.0.0.D.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,156.0,24.1,normal,165.1,20.6,normal,184.8,19.2,normal,210.2,17.7
-M.LRM.1.spm.0.0.D.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,163.1,24.8,normal,173.3,21.1,lognormal,197.8,0.12,normal,225.3,19.6
-M.LRM.1.spm.0.0.D.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,22.9,lognormal,149.6,0.17,normal,171.2,23.2,normal,220.8,19.0
-M.LRM.1.spm.0.0.D.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.9,lognormal,131.4,0.17,lognormal,149.1,0.15,lognormal,176.5,0.1
-M.LRM.1.spm.0.0.D.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,19.0,lognormal,121.5,0.17,normal,135.5,16.6,normal,155.7,16.6
-M.LRM.1.spm.0.0.D.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,21.2,lognormal,138.0,0.16,lognormal,158.4,0.15,lognormal,193.0,0.09
-M.LRM.1.spm.0.0.D.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,22.1,lognormal,145.8,0.17,lognormal,167.2,0.16,lognormal,208.6,0.08
-M.LRM.1.spm.0.0.D.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,23.5,lognormal,149.0,0.16,lognormal,168.7,0.14,lognormal,190.8,0.12
-M.LRM.1.spm.0.0.D.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,19.9,lognormal,130.3,0.16,lognormal,147.3,0.14,normal,161.2,14.6
-M.LRM.1.spm.0.0.D.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,18.5,lognormal,120.7,0.16,normal,133.3,15.8,normal,145.6,14.1
-M.LRM.1.spm.0.0.D.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,21.0,lognormal,138.4,0.16,lognormal,156.4,0.14,lognormal,173.4,0.1
-M.LRM.1.spm.0.0.D.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.2,21.3,lognormal,144.6,0.16,normal,163.1,20.6,normal,183.2,17.8
-M.LRM.1.spm.0.0.D.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,166.3,24.0,lognormal,178.5,0.14,normal,201.4,20.5,normal,221.6,16.6
-M.LRM.1.spm.0.0.D.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,21.2,lognormal,155.1,0.13,normal,167.0,15.9,lognormal,178.1,0.1
-M.LRM.1.spm.0.0.D.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,18.4,lognormal,139.7,0.12,lognormal,149.0,0.11,lognormal,156.5,0.11
-M.LRM.1.spm.0.0.D.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.4,23.3,normal,164.5,20.4,normal,180.8,17.2,lognormal,196.6,0.1
-M.LRM.1.spm.0.0.D.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,162.1,23.9,normal,171.6,20.1,normal,196.1,20.9,lognormal,219.3,0.1
-M.LRM.1.spm.0.0.D.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.9,24.5,lognormal,173.4,0.13,normal,181.1,19.0,lognormal,190.3,0.11
-M.LRM.1.spm.0.0.D.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,20.4,normal,151.0,17.2,normal,155.6,15.0,normal,161.8,14.6
-M.LRM.1.spm.0.0.D.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,132.0,17.7,normal,136.7,14.6,lognormal,139.7,0.1,lognormal,144.9,0.1
-M.LRM.1.spm.0.0.D.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,22.5,normal,159.6,18.3,normal,164.5,15.6,lognormal,172.8,0.1
-M.LRM.1.spm.0.0.D.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.7,24.4,normal,169.5,19.8,lognormal,176.3,0.11,lognormal,185.7,0.11
-M.LRM.1.spm.0.0.D.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,22.8,lognormal,151.6,0.18,lognormal,175.2,0.17,normal,222.5,18.0
-M.LRM.1.spm.0.0.D.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,20.0,lognormal,132.6,0.17,lognormal,151.7,0.16,normal,178.4,17.3
-M.LRM.1.spm.0.0.D.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,18.7,lognormal,122.3,0.17,normal,137.6,17.8,lognormal,156.8,0.12
-M.LRM.1.spm.0.0.D.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.2,0.19,lognormal,139.3,0.17,lognormal,161.2,0.16,lognormal,197.5,0.11
-M.LRM.1.spm.0.0.D.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,22.1,lognormal,146.8,0.17,lognormal,172.7,0.18,normal,214.1,17.7
-M.LRM.1.spm.0.0.D.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.7,0.19,lognormal,150.9,0.17,normal,168.1,21.7,lognormal,191.3,0.12
-M.LRM.1.spm.0.0.D.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,20.1,normal,130.9,19.1,lognormal,147.4,0.14,normal,161.5,14.6
-M.LRM.1.spm.0.0.D.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,19.1,lognormal,122.2,0.17,normal,133.7,15.7,lognormal,145.1,0.1
-M.LRM.1.spm.0.0.D.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,21.0,lognormal,139.3,0.17,lognormal,157.5,0.15,normal,173.9,17.1
-M.LRM.1.spm.0.0.D.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,21.9,lognormal,146.4,0.17,normal,164.6,22.2,lognormal,186.1,0.11
-M.LRM.1.spm.0.0.D.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,164.1,22.7,lognormal,177.2,0.14,normal,201.2,21.6,normal,221.8,17.0
-M.LRM.1.spm.0.0.D.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,21.1,normal,154.7,18.9,normal,165.9,14.7,normal,177.7,16.3
-M.LRM.1.spm.0.0.D.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,18.2,normal,139.2,15.0,lognormal,149.3,0.11,normal,156.8,16.5
-M.LRM.1.spm.0.0.D.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,24.1,normal,165.4,20.7,normal,180.9,17.1,normal,194.9,15.8
-M.LRM.1.spm.0.0.D.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,162.4,24.3,normal,173.2,21.5,normal,194.0,20.6,normal,215.1,17.9
-M.LRM.1.spm.0.0.D.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.2,lognormal,173.3,0.13,lognormal,181.2,0.11,lognormal,190.3,0.11
-M.LRM.1.spm.0.0.D.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,20.3,lognormal,151.2,0.12,normal,155.6,14.9,lognormal,162.2,0.1
-M.LRM.1.spm.0.0.D.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,17.6,normal,136.6,14.5,lognormal,139.9,0.1,lognormal,145.0,0.1
-M.LRM.1.spm.0.0.D.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,22.1,normal,159.2,18.1,normal,164.6,15.8,lognormal,172.8,0.1
-M.LRM.1.spm.0.0.D.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.6,24.3,normal,169.3,19.8,lognormal,176.2,0.11,lognormal,185.6,0.11
-M.LRM.1.spm.0.1.A.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,17.4,lognormal,135.3,0.13,lognormal,153.5,0.13,lognormal,177.4,0.15
-M.LRM.1.spm.0.1.A.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,15.5,lognormal,113.4,0.15,lognormal,127.7,0.15,lognormal,146.9,0.19
-M.LRM.1.spm.0.1.A.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,15.7,lognormal,113.6,0.15,lognormal,133.5,0.15,normal,168.4,19.8
-M.LRM.1.spm.0.1.A.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.0,0.16,lognormal,122.3,0.14,lognormal,137.2,0.14,lognormal,161.4,0.2
-M.LRM.1.spm.0.1.A.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,16.8,lognormal,130.0,0.13,lognormal,147.5,0.14,lognormal,173.6,0.18
-M.LRM.1.spm.0.1.A.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.8,0.16,lognormal,143.4,0.15,lognormal,161.9,0.16,lognormal,181.0,0.17
-M.LRM.1.spm.0.1.A.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.5,0.21,lognormal,119.1,0.18,lognormal,132.8,0.19,lognormal,150.8,0.22
-M.LRM.1.spm.0.1.A.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.7,0.19,lognormal,123.8,0.18,lognormal,146.5,0.17,lognormal,168.5,0.13
-M.LRM.1.spm.0.1.A.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.1,0.2,lognormal,129.0,0.18,lognormal,141.8,0.16,lognormal,158.2,0.18
-M.LRM.1.spm.0.1.A.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.8,0.17,lognormal,138.7,0.16,lognormal,154.0,0.16,lognormal,174.5,0.19
-M.LRM.1.spm.0.1.A.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.0,lognormal,135.1,0.13,lognormal,152.8,0.13,lognormal,182.8,0.18
-M.LRM.1.spm.0.1.A.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.7,0.17,lognormal,113.7,0.15,lognormal,127.9,0.15,lognormal,149.4,0.21
-M.LRM.1.spm.0.1.A.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.8,0.16,lognormal,113.2,0.15,lognormal,133.7,0.15,normal,167.5,19.5
-M.LRM.1.spm.0.1.A.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.5,0.16,lognormal,121.7,0.14,lognormal,137.1,0.14,lognormal,163.6,0.22
-M.LRM.1.spm.0.1.A.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,17.0,lognormal,129.9,0.13,lognormal,147.7,0.14,lognormal,172.5,0.17
-M.LRM.1.spm.0.1.A.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.8,0.16,lognormal,143.4,0.15,lognormal,161.9,0.16,lognormal,181.0,0.17
-M.LRM.1.spm.0.1.A.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.5,0.21,lognormal,119.1,0.18,lognormal,132.8,0.19,lognormal,150.8,0.22
-M.LRM.1.spm.0.1.A.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.7,0.19,lognormal,123.8,0.18,lognormal,146.5,0.17,lognormal,168.5,0.13
-M.LRM.1.spm.0.1.A.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.1,0.2,lognormal,129.0,0.18,lognormal,141.8,0.16,lognormal,158.2,0.18
-M.LRM.1.spm.0.1.A.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.8,0.17,lognormal,138.7,0.16,lognormal,154.0,0.16,lognormal,174.5,0.19
-M.LRM.1.spm.0.1.A.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.3,lognormal,134.9,0.13,lognormal,153.6,0.13,lognormal,183.1,0.18
-M.LRM.1.spm.0.1.A.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.7,0.17,lognormal,113.3,0.15,lognormal,127.5,0.15,lognormal,149.6,0.21
-M.LRM.1.spm.0.1.A.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,15.5,lognormal,112.9,0.15,lognormal,129.9,0.14,lognormal,154.3,0.15
-M.LRM.1.spm.0.1.A.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.6,0.16,lognormal,121.1,0.14,lognormal,135.4,0.13,lognormal,158.1,0.18
-M.LRM.1.spm.0.1.A.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,16.8,lognormal,129.9,0.13,lognormal,146.9,0.14,lognormal,174.9,0.19
-M.LRM.1.spm.0.1.A.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,17.0,lognormal,134.7,0.13,lognormal,148.3,0.13,lognormal,162.9,0.17
-M.LRM.1.spm.0.1.A.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.2,0.16,lognormal,112.9,0.15,lognormal,123.2,0.17,lognormal,132.6,0.2
-M.LRM.1.spm.0.1.A.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,15.4,lognormal,110.3,0.14,lognormal,118.9,0.17,lognormal,131.5,0.21
-M.LRM.1.spm.0.1.A.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,16.3,lognormal,120.7,0.14,lognormal,132.7,0.15,lognormal,145.6,0.2
-M.LRM.1.spm.0.1.A.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.5,lognormal,129.6,0.13,lognormal,142.2,0.14,lognormal,156.0,0.18
-M.LRM.1.spm.0.1.A.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.3,0.17,lognormal,146.3,0.17,lognormal,162.6,0.16,lognormal,182.0,0.17
-M.LRM.1.spm.0.1.A.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.3,0.2,lognormal,119.2,0.19,lognormal,131.6,0.18,lognormal,146.7,0.19
-M.LRM.1.spm.0.1.A.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.1,0.19,lognormal,124.5,0.18,lognormal,142.7,0.16,lognormal,156.1,0.14
-M.LRM.1.spm.0.1.A.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.5,0.2,lognormal,128.8,0.18,lognormal,142.5,0.17,lognormal,160.1,0.19
-M.LRM.1.spm.0.1.A.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.0,0.18,lognormal,138.0,0.16,lognormal,153.4,0.16,lognormal,173.8,0.19
-M.LRM.1.spm.0.1.A.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.2,0.16,lognormal,143.5,0.15,lognormal,152.9,0.15,lognormal,162.0,0.16
-M.LRM.1.spm.0.1.A.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.8,0.2,lognormal,119.0,0.19,lognormal,126.8,0.19,lognormal,132.5,0.19
-M.LRM.1.spm.0.1.A.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.0,0.19,lognormal,119.6,0.19,lognormal,123.0,0.2,lognormal,130.2,0.2
-M.LRM.1.spm.0.1.A.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.8,0.2,lognormal,128.6,0.18,lognormal,136.7,0.17,lognormal,143.7,0.18
-M.LRM.1.spm.0.1.A.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.9,0.17,lognormal,138.1,0.16,lognormal,146.6,0.16,lognormal,156.0,0.17
-M.LRM.1.spm.0.1.A.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.2,lognormal,135.2,0.13,lognormal,154.1,0.13,lognormal,181.4,0.17
-M.LRM.1.spm.0.1.A.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.7,0.17,lognormal,113.5,0.15,lognormal,128.1,0.15,lognormal,147.7,0.19
-M.LRM.1.spm.0.1.A.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,15.6,lognormal,113.5,0.15,lognormal,133.3,0.15,lognormal,156.3,0.14
-M.LRM.1.spm.0.1.A.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.6,0.16,lognormal,121.6,0.14,lognormal,136.9,0.14,lognormal,159.1,0.18
-M.LRM.1.spm.0.1.A.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,17.3,lognormal,130.2,0.13,lognormal,147.4,0.14,lognormal,174.6,0.19
-M.LRM.1.spm.0.1.A.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,16.8,lognormal,134.8,0.13,lognormal,149.1,0.14,lognormal,162.1,0.16
-M.LRM.1.spm.0.1.A.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.6,0.17,lognormal,113.0,0.15,lognormal,123.4,0.17,lognormal,132.8,0.2
-M.LRM.1.spm.0.1.A.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,15.7,lognormal,111.0,0.15,lognormal,119.2,0.17,lognormal,131.4,0.21
-M.LRM.1.spm.0.1.A.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.4,0.16,lognormal,121.0,0.14,lognormal,132.8,0.16,lognormal,145.6,0.2
-M.LRM.1.spm.0.1.A.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,17.0,lognormal,129.6,0.13,lognormal,142.8,0.14,lognormal,156.8,0.18
-M.LRM.1.spm.0.1.A.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.6,0.16,lognormal,143.8,0.15,lognormal,162.8,0.17,lognormal,179.4,0.16
-M.LRM.1.spm.0.1.A.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.4,0.2,lognormal,118.9,0.18,lognormal,132.5,0.18,lognormal,147.9,0.2
-M.LRM.1.spm.0.1.A.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.19,lognormal,124.4,0.18,lognormal,143.6,0.16,lognormal,157.9,0.15
-M.LRM.1.spm.0.1.A.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.19,lognormal,128.6,0.18,lognormal,145.1,0.19,lognormal,161.3,0.2
-M.LRM.1.spm.0.1.A.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.6,0.17,lognormal,138.1,0.16,lognormal,155.7,0.18,lognormal,174.6,0.19
-M.LRM.1.spm.0.1.A.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.1,0.16,lognormal,144.2,0.16,lognormal,153.9,0.16,lognormal,163.0,0.17
-M.LRM.1.spm.0.1.A.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.0,0.21,lognormal,119.1,0.19,lognormal,126.7,0.19,lognormal,132.4,0.19
-M.LRM.1.spm.0.1.A.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.7,0.19,lognormal,119.4,0.18,lognormal,122.6,0.19,lognormal,129.7,0.2
-M.LRM.1.spm.0.1.A.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.7,0.2,lognormal,128.0,0.17,lognormal,134.5,0.16,lognormal,142.6,0.18
-M.LRM.1.spm.0.1.A.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.5,0.17,lognormal,137.9,0.17,lognormal,147.0,0.17,lognormal,156.9,0.19
-M.LRM.1.spm.0.1.B.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,19.1,lognormal,142.1,0.15,lognormal,162.6,0.16,lognormal,212.0,0.26
-M.LRM.1.spm.0.1.B.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.2,lognormal,120.4,0.17,lognormal,138.6,0.18,lognormal,179.0,0.3
-M.LRM.1.spm.0.1.B.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,16.5,lognormal,116.6,0.15,lognormal,137.0,0.15,lognormal,169.4,0.11
-M.LRM.1.spm.0.1.B.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.17,lognormal,128.4,0.16,lognormal,147.3,0.17,lognormal,195.5,0.31
-M.LRM.1.spm.0.1.B.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,18.5,lognormal,135.9,0.15,lognormal,157.8,0.17,lognormal,208.6,0.28
-M.LRM.1.spm.0.1.B.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.0,0.18,lognormal,158.5,0.19,lognormal,182.8,0.2,lognormal,211.0,0.25
-M.LRM.1.spm.0.1.B.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.23,lognormal,133.2,0.23,lognormal,153.4,0.25,lognormal,177.4,0.3
-M.LRM.1.spm.0.1.B.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.21,lognormal,132.5,0.18,normal,151.5,20.5,lognormal,169.3,0.11
-M.LRM.1.spm.0.1.B.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.8,0.21,lognormal,142.5,0.21,lognormal,166.1,0.25,lognormal,194.5,0.31
-M.LRM.1.spm.0.1.B.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.5,0.19,lognormal,153.6,0.2,lognormal,179.1,0.23,lognormal,204.7,0.26
-M.LRM.1.spm.0.1.B.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,18.4,lognormal,140.4,0.14,lognormal,163.1,0.16,lognormal,217.2,0.26
-M.LRM.1.spm.0.1.B.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.7,0.18,lognormal,119.9,0.17,lognormal,138.4,0.18,lognormal,178.7,0.3
-M.LRM.1.spm.0.1.B.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,16.4,lognormal,116.4,0.16,lognormal,136.7,0.15,normal,168.9,16.5
-M.LRM.1.spm.0.1.B.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.17,lognormal,128.1,0.16,lognormal,147.3,0.18,lognormal,193.1,0.3
-M.LRM.1.spm.0.1.B.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,18.7,lognormal,135.9,0.14,lognormal,157.3,0.17,lognormal,209.9,0.29
-M.LRM.1.spm.0.1.B.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.0,0.18,lognormal,158.5,0.19,lognormal,182.8,0.2,lognormal,211.0,0.25
-M.LRM.1.spm.0.1.B.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.23,lognormal,133.2,0.23,lognormal,153.4,0.25,lognormal,177.4,0.3
-M.LRM.1.spm.0.1.B.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.21,lognormal,132.5,0.18,normal,151.5,20.5,lognormal,169.3,0.11
-M.LRM.1.spm.0.1.B.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.8,0.21,lognormal,142.5,0.21,lognormal,166.1,0.25,lognormal,194.5,0.31
-M.LRM.1.spm.0.1.B.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.5,0.19,lognormal,153.6,0.2,lognormal,179.1,0.23,lognormal,204.7,0.26
-M.LRM.1.spm.0.1.B.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,19.7,lognormal,140.2,0.14,lognormal,159.0,0.13,lognormal,203.8,0.22
-M.LRM.1.spm.0.1.B.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,17.1,lognormal,119.3,0.16,lognormal,136.0,0.17,lognormal,165.1,0.24
-M.LRM.1.spm.0.1.B.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.5,lognormal,115.9,0.15,lognormal,132.6,0.14,lognormal,156.3,0.14
-M.LRM.1.spm.0.1.B.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.17,lognormal,127.6,0.16,lognormal,144.3,0.15,lognormal,179.3,0.23
-M.LRM.1.spm.0.1.B.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,18.5,lognormal,135.2,0.14,lognormal,153.2,0.14,lognormal,193.6,0.22
-M.LRM.1.spm.0.1.B.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,18.7,lognormal,139.4,0.14,lognormal,155.1,0.14,lognormal,172.5,0.16
-M.LRM.1.spm.0.1.B.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.9,0.18,lognormal,119.0,0.16,lognormal,129.3,0.16,lognormal,143.1,0.2
-M.LRM.1.spm.0.1.B.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,16.3,lognormal,114.2,0.15,lognormal,124.9,0.16,lognormal,140.2,0.19
-M.LRM.1.spm.0.1.B.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.17,lognormal,126.7,0.15,lognormal,138.3,0.14,lognormal,154.6,0.19
-M.LRM.1.spm.0.1.B.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,18.2,lognormal,134.8,0.14,lognormal,148.2,0.14,lognormal,165.1,0.17
-M.LRM.1.spm.0.1.B.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.5,0.19,lognormal,158.2,0.18,lognormal,184.0,0.21,lognormal,207.1,0.24
-M.LRM.1.spm.0.1.B.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.23,lognormal,134.0,0.23,lognormal,153.4,0.25,lognormal,165.4,0.23
-M.LRM.1.spm.0.1.B.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.21,lognormal,131.7,0.18,lognormal,145.4,0.14,lognormal,157.3,0.13
-M.LRM.1.spm.0.1.B.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.1,0.21,lognormal,141.8,0.21,lognormal,164.1,0.24,lognormal,182.9,0.25
-M.LRM.1.spm.0.1.B.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.6,0.2,lognormal,153.0,0.2,lognormal,178.6,0.23,lognormal,197.1,0.23
-M.LRM.1.spm.0.1.B.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.8,0.19,lognormal,154.5,0.17,lognormal,160.7,0.15,lognormal,172.5,0.16
-M.LRM.1.spm.0.1.B.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.23,lognormal,129.4,0.21,lognormal,133.8,0.19,lognormal,142.8,0.2
-M.LRM.1.spm.0.1.B.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.21,lognormal,128.0,0.18,lognormal,131.9,0.19,lognormal,140.4,0.19
-M.LRM.1.spm.0.1.B.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.5,0.21,lognormal,138.5,0.2,lognormal,143.9,0.18,lognormal,154.5,0.19
-M.LRM.1.spm.0.1.B.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.7,0.19,lognormal,148.5,0.18,lognormal,154.4,0.16,lognormal,165.3,0.17
-M.LRM.1.spm.0.1.B.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,19.2,lognormal,140.3,0.14,lognormal,162.5,0.16,lognormal,205.9,0.23
-M.LRM.1.spm.0.1.B.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.5,0.17,lognormal,120.4,0.17,lognormal,137.9,0.18,lognormal,168.2,0.25
-M.LRM.1.spm.0.1.B.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,16.4,lognormal,116.2,0.15,lognormal,135.1,0.15,lognormal,157.9,0.13
-M.LRM.1.spm.0.1.B.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.7,0.17,lognormal,128.4,0.16,lognormal,147.2,0.17,lognormal,181.9,0.24
-M.LRM.1.spm.0.1.B.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.8,lognormal,136.5,0.15,lognormal,157.8,0.17,lognormal,199.7,0.25
-M.LRM.1.spm.0.1.B.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,18.8,lognormal,140.3,0.14,lognormal,155.0,0.14,lognormal,172.5,0.16
-M.LRM.1.spm.0.1.B.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.2,lognormal,119.1,0.16,lognormal,129.5,0.16,lognormal,142.9,0.2
-M.LRM.1.spm.0.1.B.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,16.2,lognormal,114.9,0.15,lognormal,125.5,0.17,lognormal,140.2,0.2
-M.LRM.1.spm.0.1.B.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.4,0.17,lognormal,126.5,0.15,lognormal,139.3,0.15,lognormal,154.7,0.19
-M.LRM.1.spm.0.1.B.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,18.6,lognormal,135.1,0.14,lognormal,149.2,0.14,lognormal,167.4,0.18
-M.LRM.1.spm.0.1.B.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.0,0.18,lognormal,158.3,0.19,lognormal,185.1,0.22,lognormal,205.5,0.23
-M.LRM.1.spm.0.1.B.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.22,lognormal,133.0,0.23,lognormal,153.2,0.25,lognormal,167.5,0.25
-M.LRM.1.spm.0.1.B.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.21,lognormal,132.4,0.18,lognormal,145.5,0.13,lognormal,158.3,0.14
-M.LRM.1.spm.0.1.B.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.1,0.21,lognormal,144.1,0.22,lognormal,165.8,0.24,lognormal,182.1,0.24
-M.LRM.1.spm.0.1.B.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.1,0.2,lognormal,154.0,0.2,lognormal,178.5,0.23,lognormal,197.5,0.23
-M.LRM.1.spm.0.1.B.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.4,0.19,lognormal,155.3,0.17,lognormal,161.5,0.15,lognormal,172.8,0.16
-M.LRM.1.spm.0.1.B.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.23,lognormal,128.8,0.2,lognormal,133.4,0.18,lognormal,142.8,0.2
-M.LRM.1.spm.0.1.B.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.0,0.21,lognormal,127.5,0.18,lognormal,131.2,0.19,lognormal,140.4,0.2
-M.LRM.1.spm.0.1.B.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.0,0.21,lognormal,138.7,0.19,lognormal,143.9,0.17,lognormal,153.4,0.19
-M.LRM.1.spm.0.1.B.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.3,0.2,lognormal,149.0,0.18,lognormal,155.6,0.17,lognormal,167.0,0.18
-M.LRM.1.spm.0.1.C.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,134.0,19.3,lognormal,148.4,0.16,lognormal,173.8,0.17,normal,222.1,19.5
-M.LRM.1.spm.0.1.C.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,17.3,lognormal,126.4,0.15,lognormal,148.3,0.15,normal,188.2,24.0
-M.LRM.1.spm.0.1.C.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,17.9,lognormal,122.2,0.17,lognormal,141.6,0.16,lognormal,170.9,0.09
-M.LRM.1.spm.0.1.C.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,18.5,lognormal,134.8,0.15,normal,157.5,21.4,normal,201.0,23.0
-M.LRM.1.spm.0.1.C.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,19.2,lognormal,143.7,0.16,lognormal,168.5,0.16,normal,213.3,18.2
-M.LRM.1.spm.0.1.C.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,20.8,lognormal,165.5,0.13,normal,195.0,22.2,normal,228.6,22.6
-M.LRM.1.spm.0.1.C.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.1,0.17,lognormal,140.6,0.15,lognormal,163.0,0.14,normal,188.2,23.2
-M.LRM.1.spm.0.1.C.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,18.2,lognormal,137.7,0.13,lognormal,155.1,0.1,lognormal,172.7,0.1
-M.LRM.1.spm.0.1.C.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.3,0.16,lognormal,151.3,0.15,lognormal,176.8,0.14,normal,202.3,22.8
-M.LRM.1.spm.0.1.C.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.1,0.18,normal,160.4,19.4,lognormal,189.5,0.13,normal,221.0,23.3
-M.LRM.1.spm.0.1.C.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,20.7,lognormal,148.5,0.16,lognormal,173.2,0.16,normal,227.0,22.8
-M.LRM.1.spm.0.1.C.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,17.4,normal,126.1,16.7,lognormal,147.9,0.15,normal,187.6,23.2
-M.LRM.1.spm.0.1.C.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,17.5,lognormal,121.9,0.17,lognormal,141.3,0.16,lognormal,172.1,0.1
-M.LRM.1.spm.0.1.C.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,18.5,lognormal,135.4,0.15,lognormal,158.3,0.15,normal,204.4,23.6
-M.LRM.1.spm.0.1.C.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,20.1,lognormal,143.9,0.16,normal,168.0,23.5,lognormal,223.9,0.13
-M.LRM.1.spm.0.1.C.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,20.8,lognormal,165.5,0.13,normal,195.0,22.2,normal,228.6,22.6
-M.LRM.1.spm.0.1.C.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.1,0.17,lognormal,140.6,0.15,lognormal,163.0,0.14,normal,188.2,23.2
-M.LRM.1.spm.0.1.C.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,18.2,lognormal,137.7,0.13,lognormal,155.1,0.1,lognormal,172.7,0.1
-M.LRM.1.spm.0.1.C.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.3,0.16,lognormal,151.3,0.15,lognormal,176.8,0.14,normal,202.3,22.8
-M.LRM.1.spm.0.1.C.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.1,0.18,normal,160.4,19.4,lognormal,189.5,0.13,normal,221.0,23.3
-M.LRM.1.spm.0.1.C.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.1,lognormal,146.2,0.15,lognormal,167.5,0.14,normal,206.8,18.5
-M.LRM.1.spm.0.1.C.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,17.2,normal,125.4,16.5,lognormal,143.8,0.14,lognormal,173.9,0.14
-M.LRM.1.spm.0.1.C.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,17.7,lognormal,120.4,0.16,normal,134.5,16.6,lognormal,157.6,0.13
-M.LRM.1.spm.0.1.C.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,18.4,lognormal,134.1,0.15,normal,152.9,19.0,lognormal,189.7,0.14
-M.LRM.1.spm.0.1.C.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,19.3,lognormal,142.5,0.15,lognormal,162.3,0.14,normal,199.3,19.6
-M.LRM.1.spm.0.1.C.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,20.3,normal,145.1,19.2,lognormal,160.3,0.13,normal,177.5,20.3
-M.LRM.1.spm.0.1.C.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,17.5,lognormal,124.3,0.14,lognormal,134.0,0.14,lognormal,149.6,0.18
-M.LRM.1.spm.0.1.C.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,17.9,lognormal,118.7,0.16,lognormal,130.0,0.14,normal,144.8,17.0
-M.LRM.1.spm.0.1.C.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,17.9,lognormal,132.3,0.14,lognormal,144.5,0.14,lognormal,160.8,0.16
-M.LRM.1.spm.0.1.C.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,19.4,normal,140.0,18.5,lognormal,154.3,0.13,lognormal,171.1,0.14
-M.LRM.1.spm.0.1.C.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.7,21.8,lognormal,167.8,0.14,normal,192.4,19.8,normal,211.5,18.4
-M.LRM.1.spm.0.1.C.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.4,0.17,lognormal,139.9,0.15,lognormal,161.1,0.14,lognormal,176.3,0.13
-M.LRM.1.spm.0.1.C.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,18.5,normal,136.8,15.4,lognormal,149.5,0.11,lognormal,160.4,0.14
-M.LRM.1.spm.0.1.C.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,20.9,lognormal,151.7,0.15,lognormal,173.3,0.13,lognormal,192.5,0.13
-M.LRM.1.spm.0.1.C.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.2,0.17,normal,161.1,20.5,normal,185.2,20.3,normal,205.7,20.9
-M.LRM.1.spm.0.1.C.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,154.2,0.16,lognormal,161.7,0.13,lognormal,168.6,0.13,normal,178.5,20.7
-M.LRM.1.spm.0.1.C.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,20.3,lognormal,135.9,0.15,lognormal,139.7,0.16,lognormal,150.2,0.18
-M.LRM.1.spm.0.1.C.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,18.3,normal,132.7,16.1,normal,135.5,16.0,lognormal,146.0,0.13
-M.LRM.1.spm.0.1.C.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.7,0.17,lognormal,146.2,0.15,lognormal,150.9,0.16,lognormal,160.7,0.16
-M.LRM.1.spm.0.1.C.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.1,0.16,lognormal,156.1,0.14,normal,159.9,19.2,lognormal,171.6,0.15
-M.LRM.1.spm.0.1.C.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,20.5,lognormal,147.6,0.16,normal,171.7,24.2,normal,209.7,18.0
-M.LRM.1.spm.0.1.C.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,16.7,lognormal,125.7,0.14,lognormal,148.2,0.16,lognormal,177.4,0.14
-M.LRM.1.spm.0.1.C.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.7,lognormal,121.6,0.17,normal,138.5,18.5,lognormal,159.3,0.13
-M.LRM.1.spm.0.1.C.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,18.3,lognormal,134.9,0.15,lognormal,157.2,0.15,lognormal,191.8,0.13
-M.LRM.1.spm.0.1.C.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,20.0,lognormal,144.1,0.16,lognormal,167.5,0.15,lognormal,207.4,0.12
-M.LRM.1.spm.0.1.C.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,20.0,lognormal,147.3,0.15,lognormal,160.7,0.13,lognormal,178.7,0.14
-M.LRM.1.spm.0.1.C.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,17.3,lognormal,124.4,0.14,lognormal,134.1,0.15,lognormal,149.6,0.18
-M.LRM.1.spm.0.1.C.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,17.8,lognormal,119.7,0.16,normal,130.6,16.9,lognormal,145.7,0.13
-M.LRM.1.spm.0.1.C.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,18.7,lognormal,133.7,0.15,lognormal,145.3,0.14,lognormal,160.1,0.15
-M.LRM.1.spm.0.1.C.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,19.6,lognormal,143.2,0.16,lognormal,154.2,0.13,lognormal,171.7,0.14
-M.LRM.1.spm.0.1.C.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,156.0,0.17,lognormal,166.6,0.13,normal,193.8,21.6,normal,214.5,21.7
-M.LRM.1.spm.0.1.C.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.1,0.17,lognormal,140.6,0.15,normal,159.2,18.3,lognormal,178.2,0.15
-M.LRM.1.spm.0.1.C.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,18.8,lognormal,137.8,0.13,lognormal,149.3,0.11,lognormal,159.3,0.13
-M.LRM.1.spm.0.1.C.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.1,0.17,lognormal,151.4,0.15,lognormal,173.1,0.13,lognormal,190.5,0.13
-M.LRM.1.spm.0.1.C.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.0,0.17,lognormal,160.9,0.14,normal,184.6,19.2,lognormal,205.1,0.11
-M.LRM.1.spm.0.1.C.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.7,21.9,lognormal,162.4,0.13,lognormal,167.5,0.13,lognormal,178.6,0.13
-M.LRM.1.spm.0.1.C.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.5,0.18,lognormal,136.1,0.16,lognormal,139.6,0.16,lognormal,150.6,0.18
-M.LRM.1.spm.0.1.C.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,18.2,normal,132.7,16.4,normal,135.9,16.8,normal,146.0,17.8
-M.LRM.1.spm.0.1.C.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.7,0.17,lognormal,145.7,0.15,lognormal,150.8,0.16,lognormal,160.0,0.16
-M.LRM.1.spm.0.1.C.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.3,0.16,normal,155.6,19.0,normal,160.2,19.5,lognormal,170.7,0.14
-M.LRM.1.spm.0.1.D.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.0,lognormal,151.1,0.17,lognormal,174.3,0.16,normal,248.1,25.1
-M.LRM.1.spm.0.1.D.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,19.9,lognormal,132.1,0.17,lognormal,155.0,0.17,normal,196.6,15.3
-M.LRM.1.spm.0.1.D.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,19.0,lognormal,122.5,0.17,lognormal,141.2,0.16,normal,172.6,15.4
-M.LRM.1.spm.0.1.D.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,21.3,lognormal,139.5,0.17,lognormal,165.0,0.18,normal,216.0,16.8
-M.LRM.1.spm.0.1.D.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,22.4,lognormal,147.6,0.17,lognormal,172.2,0.17,lognormal,250.0,0.12
-M.LRM.1.spm.0.1.D.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,166.0,24.1,lognormal,179.3,0.15,lognormal,206.5,0.12,lognormal,250.0,0.12
-M.LRM.1.spm.0.1.D.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,21.7,normal,155.1,19.1,normal,174.9,16.3,lognormal,198.1,0.09
-M.LRM.1.spm.0.1.D.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,18.0,normal,140.1,15.3,lognormal,156.6,0.1,normal,173.3,15.6
-M.LRM.1.spm.0.1.D.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.8,23.0,lognormal,165.5,0.14,normal,188.7,18.4,normal,213.4,14.7
-M.LRM.1.spm.0.1.D.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,162.6,0.17,lognormal,173.6,0.14,normal,200.8,21.9,normal,234.2,21.5
-M.LRM.1.spm.0.1.D.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,22.2,lognormal,151.1,0.18,lognormal,176.2,0.17,lognormal,250.0,0.11
-M.LRM.1.spm.0.1.D.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.19,lognormal,132.7,0.17,lognormal,153.7,0.17,normal,195.7,15.2
-M.LRM.1.spm.0.1.D.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,18.5,lognormal,122.5,0.17,normal,140.4,19.7,normal,172.7,15.5
-M.LRM.1.spm.0.1.D.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,21.5,lognormal,139.7,0.17,lognormal,162.4,0.17,normal,213.2,14.9
-M.LRM.1.spm.0.1.D.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,21.7,lognormal,147.4,0.17,lognormal,172.0,0.17,normal,231.5,17.6
-M.LRM.1.spm.0.1.D.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,166.0,24.1,lognormal,179.3,0.15,lognormal,206.5,0.12,lognormal,250.0,0.12
-M.LRM.1.spm.0.1.D.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,21.7,normal,155.1,19.1,normal,174.9,16.3,lognormal,198.1,0.09
-M.LRM.1.spm.0.1.D.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,18.0,normal,140.1,15.3,lognormal,156.6,0.1,normal,173.3,15.6
-M.LRM.1.spm.0.1.D.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.8,23.0,lognormal,165.5,0.14,normal,188.7,18.4,normal,213.4,14.7
-M.LRM.1.spm.0.1.D.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,162.6,0.17,lognormal,173.6,0.14,normal,200.8,21.9,normal,234.2,21.5
-M.LRM.1.spm.0.1.D.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.1,0.19,lognormal,149.9,0.17,lognormal,171.9,0.15,lognormal,225.0,0.1
-M.LRM.1.spm.0.1.D.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,19.7,lognormal,130.1,0.16,normal,148.2,19.3,lognormal,180.5,0.11
-M.LRM.1.spm.0.1.D.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.8,0.19,lognormal,121.3,0.17,normal,134.9,16.3,lognormal,158.2,0.12
-M.LRM.1.spm.0.1.D.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,21.6,lognormal,138.5,0.17,lognormal,158.4,0.15,lognormal,196.6,0.1
-M.LRM.1.spm.0.1.D.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.3,0.19,lognormal,145.5,0.17,lognormal,166.5,0.15,normal,210.5,15.8
-M.LRM.1.spm.0.1.D.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,22.7,lognormal,148.6,0.16,normal,168.2,22.0,lognormal,193.7,0.12
-M.LRM.1.spm.0.1.D.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,20.2,lognormal,130.8,0.16,normal,146.2,18.1,normal,164.3,14.5
-M.LRM.1.spm.0.1.D.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.8,0.19,lognormal,121.2,0.17,lognormal,133.7,0.13,lognormal,149.0,0.11
-M.LRM.1.spm.0.1.D.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.4,0.19,lognormal,138.1,0.16,lognormal,156.0,0.14,lognormal,176.8,0.1
-M.LRM.1.spm.0.1.D.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.2,21.7,lognormal,144.5,0.16,lognormal,163.7,0.14,lognormal,185.7,0.1
-M.LRM.1.spm.0.1.D.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.8,23.4,lognormal,178.0,0.14,lognormal,204.4,0.12,normal,233.8,22.2
-M.LRM.1.spm.0.1.D.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,21.3,lognormal,154.7,0.13,lognormal,169.0,0.1,lognormal,184.9,0.13
-M.LRM.1.spm.0.1.D.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,18.1,lognormal,139.6,0.12,lognormal,150.4,0.11,lognormal,160.6,0.13
-M.LRM.1.spm.0.1.D.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.4,0.17,normal,165.6,21.7,lognormal,183.5,0.1,lognormal,201.7,0.11
-M.LRM.1.spm.0.1.D.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,162.7,24.3,lognormal,173.0,0.13,normal,197.8,19.7,normal,216.6,16.3
-M.LRM.1.spm.0.1.D.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,166.3,25.2,lognormal,174.5,0.13,lognormal,181.2,0.11,normal,194.3,20.6
-M.LRM.1.spm.0.1.D.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,20.6,normal,151.0,17.3,normal,155.4,15.0,normal,164.8,15.2
-M.LRM.1.spm.0.1.D.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,18.1,normal,136.2,14.2,lognormal,139.7,0.1,lognormal,148.5,0.11
-M.LRM.1.spm.0.1.D.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.1,23.2,normal,160.2,17.9,lognormal,166.6,0.11,lognormal,176.5,0.1
-M.LRM.1.spm.0.1.D.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.5,24.2,lognormal,170.5,0.13,lognormal,176.4,0.11,lognormal,188.4,0.11
-M.LRM.1.spm.0.1.D.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,22.8,lognormal,151.3,0.17,lognormal,176.3,0.18,lognormal,235.0,0.1
-M.LRM.1.spm.0.1.D.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.19,lognormal,132.1,0.17,lognormal,153.4,0.17,lognormal,183.1,0.12
-M.LRM.1.spm.0.1.D.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,18.7,lognormal,122.8,0.18,normal,138.8,18.6,lognormal,160.3,0.12
-M.LRM.1.spm.0.1.D.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,21.1,lognormal,139.4,0.17,lognormal,162.3,0.17,lognormal,199.9,0.1
-M.LRM.1.spm.0.1.D.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,22.3,lognormal,147.9,0.18,lognormal,171.3,0.17,normal,217.2,16.8
-M.LRM.1.spm.0.1.D.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,22.7,lognormal,151.1,0.18,normal,170.1,23.1,lognormal,193.2,0.11
-M.LRM.1.spm.0.1.D.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,20.6,lognormal,132.4,0.17,lognormal,147.6,0.14,lognormal,165.9,0.1
-M.LRM.1.spm.0.1.D.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,18.8,lognormal,122.1,0.17,normal,133.9,16.1,lognormal,148.3,0.11
-M.LRM.1.spm.0.1.D.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,21.0,lognormal,139.3,0.17,lognormal,157.5,0.15,lognormal,177.2,0.1
-M.LRM.1.spm.0.1.D.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,22.3,lognormal,147.7,0.18,normal,164.5,20.6,lognormal,189.8,0.12
-M.LRM.1.spm.0.1.D.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,164.1,22.7,lognormal,177.3,0.14,lognormal,203.3,0.11,normal,230.2,19.7
-M.LRM.1.spm.0.1.D.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,21.8,normal,154.7,18.2,normal,168.6,15.2,lognormal,185.9,0.13
-M.LRM.1.spm.0.1.D.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,18.1,lognormal,139.8,0.12,lognormal,150.6,0.11,lognormal,160.0,0.12
-M.LRM.1.spm.0.1.D.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.4,24.1,normal,164.9,20.9,lognormal,183.6,0.1,normal,200.1,19.6
-M.LRM.1.spm.0.1.D.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,162.3,24.2,normal,173.3,21.4,normal,195.7,19.4,lognormal,216.8,0.09
-M.LRM.1.spm.0.1.D.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,166.4,25.4,normal,174.4,20.6,lognormal,181.3,0.11,lognormal,194.4,0.11
-M.LRM.1.spm.0.1.D.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,20.8,normal,151.3,17.3,normal,155.5,14.9,normal,164.5,15.0
-M.LRM.1.spm.0.1.D.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,17.7,normal,136.1,14.1,lognormal,139.8,0.1,normal,148.4,14.4
-M.LRM.1.spm.0.1.D.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,153.5,23.0,normal,160.4,18.3,lognormal,166.0,0.11,lognormal,177.4,0.11
-M.LRM.1.spm.0.1.D.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.3,23.9,lognormal,169.7,0.13,lognormal,176.0,0.11,lognormal,188.5,0.11
-M.LRM.1.spm.1.0.A.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,22.4,lognormal,151.5,0.18,lognormal,175.8,0.17,lognormal,250.0,0.1
-M.LRM.1.spm.1.0.A.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,20.3,lognormal,132.1,0.17,lognormal,155.5,0.18,lognormal,213.5,0.12
-M.LRM.1.spm.1.0.A.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,18.6,lognormal,122.8,0.17,lognormal,143.8,0.18,normal,198.8,17.6
-M.LRM.1.spm.1.0.A.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,20.7,lognormal,140.0,0.17,lognormal,163.7,0.18,normal,224.4,19.2
-M.LRM.1.spm.1.0.A.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,21.7,lognormal,147.6,0.17,lognormal,172.1,0.18,lognormal,250.0,0.11
-M.LRM.1.spm.1.0.A.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,166.1,24.5,lognormal,180.3,0.14,normal,213.3,26.4,lognormal,250.0,0.07
-M.LRM.1.spm.1.0.A.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,21.6,normal,158.7,21.4,lognormal,187.4,0.14,normal,216.9,23.1
-M.LRM.1.spm.1.0.A.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,22.1,lognormal,150.2,0.16,lognormal,174.5,0.14,normal,200.9,19.9
-M.LRM.1.spm.1.0.A.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,153.4,0.17,lognormal,168.2,0.15,lognormal,198.8,0.15,normal,233.1,23.6
-M.LRM.1.spm.1.0.A.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,162.7,0.17,lognormal,179.4,0.16,normal,206.0,23.6,lognormal,250.0,0.11
-M.LRM.1.spm.1.0.A.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.8,0.18,lognormal,152.0,0.18,lognormal,177.1,0.18,normal,250.3,19.1
-M.LRM.1.spm.1.0.A.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.5,lognormal,131.8,0.17,lognormal,155.7,0.18,lognormal,214.5,0.12
-M.LRM.1.spm.1.0.A.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,18.7,lognormal,122.8,0.17,lognormal,143.2,0.17,normal,199.3,18.2
-M.LRM.1.spm.1.0.A.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.1,0.19,lognormal,140.4,0.17,lognormal,163.9,0.18,normal,232.7,23.4
-M.LRM.1.spm.1.0.A.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,22.0,lognormal,146.3,0.16,lognormal,172.2,0.18,normal,248.7,23.3
-M.LRM.1.spm.1.0.A.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,17.2,lognormal,136.1,0.12,lognormal,147.7,0.12,lognormal,163.4,0.11
-M.LRM.1.spm.1.0.A.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.18,lognormal,115.1,0.15,lognormal,124.0,0.14,lognormal,135.5,0.13
-M.LRM.1.spm.1.0.A.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.2,0.16,lognormal,114.9,0.14,lognormal,122.3,0.13,lognormal,131.6,0.12
-M.LRM.1.spm.1.0.A.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.0,0.16,lognormal,123.8,0.14,lognormal,133.2,0.13,lognormal,146.2,0.13
-M.LRM.1.spm.1.0.A.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.15,lognormal,131.1,0.13,lognormal,141.5,0.12,lognormal,157.5,0.12
-M.LRM.1.spm.1.0.A.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.6,0.18,lognormal,149.3,0.17,normal,171.1,23.8,lognormal,219.0,0.09
-M.LRM.1.spm.1.0.A.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,19.2,lognormal,130.5,0.16,normal,148.5,19.6,lognormal,196.2,0.16
-M.LRM.1.spm.1.0.A.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,19.0,lognormal,121.3,0.17,lognormal,139.0,0.15,normal,185.6,19.1
-M.LRM.1.spm.1.0.A.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,21.1,lognormal,138.9,0.17,normal,157.5,20.8,lognormal,209.8,0.14
-M.LRM.1.spm.1.0.A.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,21.6,lognormal,145.6,0.16,normal,162.2,20.4,normal,187.0,18.7
-M.LRM.1.spm.1.0.A.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,22.7,lognormal,149.2,0.16,normal,166.4,20.3,normal,190.1,17.8
-M.LRM.1.spm.1.0.A.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.5,0.19,lognormal,130.2,0.16,lognormal,145.4,0.14,lognormal,165.6,0.11
-M.LRM.1.spm.1.0.A.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,18.9,lognormal,121.0,0.17,normal,136.2,17.7,lognormal,155.8,0.11
-M.LRM.1.spm.1.0.A.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,20.7,lognormal,138.0,0.16,lognormal,154.1,0.14,lognormal,177.1,0.12
-M.LRM.1.spm.1.0.A.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,21.8,lognormal,144.6,0.16,lognormal,162.8,0.14,lognormal,185.2,0.1
-M.LRM.1.spm.1.0.A.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,167.7,0.17,lognormal,184.9,0.16,normal,207.3,23.4,normal,228.2,18.8
-M.LRM.1.spm.1.0.A.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,21.4,normal,157.3,20.7,lognormal,180.1,0.14,normal,198.8,25.8
-M.LRM.1.spm.1.0.A.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,22.7,lognormal,151.0,0.17,lognormal,172.8,0.15,normal,191.7,20.8
-M.LRM.1.spm.1.0.A.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,23.9,lognormal,168.8,0.15,lognormal,191.0,0.13,normal,215.7,28.0
-M.LRM.1.spm.1.0.A.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.7,24.8,lognormal,178.5,0.16,lognormal,204.9,0.14,normal,223.6,21.2
-M.LRM.1.spm.1.0.A.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,163.7,22.0,lognormal,171.2,0.12,lognormal,178.1,0.11,lognormal,192.6,0.11
-M.LRM.1.spm.1.0.A.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,20.4,normal,148.9,17.2,lognormal,154.3,0.12,lognormal,165.0,0.11
-M.LRM.1.spm.1.0.A.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,20.3,lognormal,142.0,0.13,lognormal,148.5,0.12,normal,156.7,16.5
-M.LRM.1.spm.1.0.A.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,152.1,22.2,normal,158.7,18.5,lognormal,164.7,0.12,normal,176.0,18.4
-M.LRM.1.spm.1.0.A.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,160.1,23.1,normal,168.1,19.3,normal,173.0,17.1,lognormal,186.3,0.11
-M.LRM.1.spm.1.0.A.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.4,0.19,lognormal,150.9,0.17,lognormal,176.0,0.17,normal,247.0,27.8
-M.LRM.1.spm.1.0.A.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,20.0,lognormal,132.0,0.17,lognormal,153.8,0.17,lognormal,201.7,0.16
-M.LRM.1.spm.1.0.A.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,18.9,lognormal,123.0,0.18,lognormal,143.0,0.17,normal,190.2,20.1
-M.LRM.1.spm.1.0.A.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,21.2,lognormal,140.4,0.17,lognormal,163.1,0.17,normal,216.6,28.4
-M.LRM.1.spm.1.0.A.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,21.9,lognormal,147.4,0.17,lognormal,172.9,0.17,lognormal,226.2,0.12
-M.LRM.1.spm.1.0.A.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.1,0.18,lognormal,150.7,0.17,normal,169.4,22.6,lognormal,192.9,0.11
-M.LRM.1.spm.1.0.A.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,19.9,lognormal,131.5,0.17,normal,144.8,17.9,lognormal,166.0,0.12
-M.LRM.1.spm.1.0.A.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.8,0.19,lognormal,122.7,0.18,normal,137.5,18.3,lognormal,156.4,0.11
-M.LRM.1.spm.1.0.A.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,21.2,lognormal,138.6,0.16,lognormal,154.8,0.14,normal,175.0,17.3
-M.LRM.1.spm.1.0.A.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.1,21.5,lognormal,147.0,0.17,normal,164.2,21.0,normal,186.3,18.0
-M.LRM.1.spm.1.0.A.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,24.6,lognormal,183.5,0.16,normal,207.8,23.2,normal,246.7,28.6
-M.LRM.1.spm.1.0.A.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,22.5,lognormal,158.7,0.15,lognormal,178.7,0.13,lognormal,199.4,0.15
-M.LRM.1.spm.1.0.A.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.8,lognormal,150.0,0.16,lognormal,172.9,0.15,normal,192.8,22.3
-M.LRM.1.spm.1.0.A.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,153.8,23.4,lognormal,168.1,0.15,normal,191.0,22.2,normal,214.2,26.8
-M.LRM.1.spm.1.0.A.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.6,23.8,lognormal,178.0,0.15,normal,203.0,23.0,normal,221.9,21.5
-M.LRM.1.spm.1.0.A.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,163.8,22.8,lognormal,172.4,0.13,normal,177.9,17.5,normal,191.0,18.3
-M.LRM.1.spm.1.0.A.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,142.5,20.5,lognormal,148.9,0.13,normal,153.6,16.6,lognormal,165.5,0.12
-M.LRM.1.spm.1.0.A.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,19.9,lognormal,141.9,0.13,lognormal,148.2,0.12,lognormal,156.8,0.11
-M.LRM.1.spm.1.0.A.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,152.3,22.3,normal,158.1,17.9,lognormal,164.1,0.12,lognormal,176.3,0.11
-M.LRM.1.spm.1.0.A.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,159.3,22.0,normal,167.0,18.9,lognormal,173.2,0.11,lognormal,186.8,0.11
-M.LRM.1.spm.1.0.B.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,22.8,lognormal,151.4,0.18,lognormal,176.9,0.18,lognormal,250.0,0.09
-M.LRM.1.spm.1.0.B.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.6,0.19,lognormal,132.4,0.17,lognormal,154.4,0.17,normal,211.1,23.7
-M.LRM.1.spm.1.0.B.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,18.8,lognormal,122.9,0.17,lognormal,142.9,0.17,lognormal,199.8,0.11
-M.LRM.1.spm.1.0.B.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,20.7,lognormal,139.3,0.17,lognormal,163.1,0.18,normal,226.9,23.2
-M.LRM.1.spm.1.0.B.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,21.5,lognormal,147.7,0.18,lognormal,171.3,0.17,normal,248.1,25.1
-M.LRM.1.spm.1.0.B.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,167.0,25.9,lognormal,182.1,0.15,lognormal,214.1,0.14,normal,249.7,20.9
-M.LRM.1.spm.1.0.B.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,21.5,lognormal,157.8,0.15,normal,183.6,22.1,normal,219.3,25.1
-M.LRM.1.spm.1.0.B.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,22.6,lognormal,150.3,0.16,lognormal,174.9,0.15,lognormal,201.7,0.11
-M.LRM.1.spm.1.0.B.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,152.4,22.7,lognormal,167.6,0.15,normal,196.4,24.6,lognormal,240.9,0.13
-M.LRM.1.spm.1.0.B.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,162.2,24.5,lognormal,177.6,0.15,lognormal,208.3,0.14,normal,248.3,24.4
-M.LRM.1.spm.1.0.B.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,22.6,lognormal,151.2,0.17,lognormal,176.7,0.18,lognormal,250.0,0.1
-M.LRM.1.spm.1.0.B.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.8,lognormal,131.5,0.16,lognormal,154.7,0.18,normal,212.7,22.3
-M.LRM.1.spm.1.0.B.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,18.7,lognormal,122.3,0.17,lognormal,142.9,0.17,lognormal,199.9,0.11
-M.LRM.1.spm.1.0.B.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,20.1,lognormal,138.9,0.17,lognormal,163.0,0.17,lognormal,235.0,0.13
-M.LRM.1.spm.1.0.B.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,22.0,lognormal,147.2,0.17,lognormal,172.1,0.18,lognormal,250.0,0.12
-M.LRM.1.spm.1.0.B.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.9,0.16,lognormal,143.4,0.14,lognormal,153.1,0.12,lognormal,170.9,0.13
-M.LRM.1.spm.1.0.B.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.4,0.19,lognormal,122.8,0.16,lognormal,129.8,0.14,lognormal,140.7,0.14
-M.LRM.1.spm.1.0.B.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,16.5,lognormal,118.4,0.13,normal,123.8,13.5,normal,133.3,14.2
-M.LRM.1.spm.1.0.B.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.17,lognormal,130.6,0.15,lognormal,139.2,0.14,lognormal,152.5,0.13
-M.LRM.1.spm.1.0.B.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,18.9,lognormal,138.4,0.14,lognormal,148.0,0.13,lognormal,164.2,0.13
-M.LRM.1.spm.1.0.B.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,22.5,lognormal,149.2,0.16,normal,169.7,22.7,normal,217.6,18.0
-M.LRM.1.spm.1.0.B.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.9,lognormal,130.0,0.16,lognormal,148.9,0.15,lognormal,194.0,0.16
-M.LRM.1.spm.1.0.B.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,18.5,lognormal,121.4,0.17,lognormal,138.5,0.15,normal,185.8,21.2
-M.LRM.1.spm.1.0.B.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,20.1,lognormal,137.6,0.17,lognormal,157.7,0.15,normal,202.1,22.9
-M.LRM.1.spm.1.0.B.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.3,21.2,lognormal,144.9,0.16,lognormal,166.5,0.15,normal,212.6,20.3
-M.LRM.1.spm.1.0.B.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,22.4,lognormal,149.0,0.17,normal,166.5,20.5,lognormal,191.4,0.11
-M.LRM.1.spm.1.0.B.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,19.3,lognormal,129.4,0.16,lognormal,143.8,0.14,lognormal,164.2,0.12
-M.LRM.1.spm.1.0.B.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,18.2,lognormal,120.8,0.16,normal,135.7,17.4,lognormal,155.8,0.11
-M.LRM.1.spm.1.0.B.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,20.5,normal,136.3,18.8,lognormal,153.8,0.14,lognormal,175.7,0.12
-M.LRM.1.spm.1.0.B.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,22.1,lognormal,145.2,0.16,lognormal,162.6,0.14,lognormal,186.3,0.11
-M.LRM.1.spm.1.0.B.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,166.3,24.8,lognormal,181.1,0.15,normal,209.4,25.0,lognormal,230.6,0.11
-M.LRM.1.spm.1.0.B.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,21.8,normal,156.3,20.2,lognormal,178.4,0.14,lognormal,198.9,0.17
-M.LRM.1.spm.1.0.B.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,21.3,lognormal,148.9,0.15,lognormal,171.5,0.15,normal,191.9,23.5
-M.LRM.1.spm.1.0.B.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,153.0,0.17,lognormal,167.8,0.15,lognormal,190.5,0.13,lognormal,210.0,0.14
-M.LRM.1.spm.1.0.B.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.5,24.3,lognormal,177.1,0.15,lognormal,201.0,0.12,normal,221.1,21.3
-M.LRM.1.spm.1.0.B.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,164.0,23.8,normal,171.4,19.5,lognormal,178.2,0.11,normal,190.2,18.5
-M.LRM.1.spm.1.0.B.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,20.6,lognormal,149.4,0.14,normal,153.8,18.0,lognormal,164.9,0.12
-M.LRM.1.spm.1.0.B.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.2,lognormal,142.5,0.14,lognormal,148.2,0.12,normal,155.9,15.4
-M.LRM.1.spm.1.0.B.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,151.9,22.6,normal,157.6,18.4,lognormal,163.0,0.12,lognormal,175.9,0.12
-M.LRM.1.spm.1.0.B.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,159.3,22.4,normal,166.0,17.9,normal,171.6,16.6,normal,184.4,17.8
-M.LRM.1.spm.1.0.B.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,22.5,lognormal,151.1,0.18,lognormal,174.8,0.17,normal,228.7,22.6
-M.LRM.1.spm.1.0.B.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.4,lognormal,131.3,0.16,lognormal,154.5,0.17,lognormal,200.4,0.17
-M.LRM.1.spm.1.0.B.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,18.7,lognormal,122.9,0.17,normal,141.3,20.5,normal,191.3,23.4
-M.LRM.1.spm.1.0.B.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,20.9,lognormal,140.0,0.18,lognormal,163.4,0.17,normal,210.0,26.4
-M.LRM.1.spm.1.0.B.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,22.0,lognormal,148.4,0.18,lognormal,171.6,0.17,normal,221.8,23.3
-M.LRM.1.spm.1.0.B.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.7,lognormal,150.8,0.17,normal,167.3,20.9,normal,190.4,18.6
-M.LRM.1.spm.1.0.B.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.5,lognormal,130.7,0.16,lognormal,145.0,0.14,lognormal,165.1,0.13
-M.LRM.1.spm.1.0.B.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,18.8,lognormal,122.5,0.17,normal,136.9,18.0,lognormal,156.4,0.11
-M.LRM.1.spm.1.0.B.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,21.1,normal,138.1,20.6,lognormal,154.8,0.14,lognormal,175.3,0.12
-M.LRM.1.spm.1.0.B.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.2,0.18,lognormal,146.7,0.17,normal,162.2,20.1,normal,185.5,19.5
-M.LRM.1.spm.1.0.B.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,166.3,24.9,lognormal,181.4,0.15,normal,208.6,23.5,normal,228.3,21.6
-M.LRM.1.spm.1.0.B.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.1,21.3,normal,156.0,19.9,lognormal,178.0,0.15,normal,198.1,29.2
-M.LRM.1.spm.1.0.B.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,20.6,lognormal,149.9,0.16,lognormal,171.2,0.14,normal,191.5,22.3
-M.LRM.1.spm.1.0.B.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,22.6,lognormal,166.2,0.14,lognormal,191.9,0.14,lognormal,216.6,0.16
-M.LRM.1.spm.1.0.B.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.4,23.4,lognormal,177.6,0.15,lognormal,203.8,0.13,normal,225.2,25.6
-M.LRM.1.spm.1.0.B.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.0,24.0,normal,171.8,19.3,lognormal,178.3,0.11,lognormal,190.7,0.11
-M.LRM.1.spm.1.0.B.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,19.7,lognormal,148.7,0.14,lognormal,153.6,0.13,lognormal,164.1,0.12
-M.LRM.1.spm.1.0.B.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,20.6,normal,141.7,17.3,lognormal,147.5,0.12,lognormal,155.4,0.11
-M.LRM.1.spm.1.0.B.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,151.2,21.9,normal,157.5,18.4,normal,163.1,17.8,lognormal,175.3,0.12
-M.LRM.1.spm.1.0.B.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,159.7,22.7,lognormal,166.9,0.12,lognormal,172.7,0.11,lognormal,185.1,0.11
-M.LRM.1.spm.1.0.C.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,22.4,lognormal,150.0,0.17,lognormal,176.1,0.17,lognormal,250.0,0.09
-M.LRM.1.spm.1.0.C.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.9,lognormal,132.8,0.17,lognormal,154.8,0.17,normal,210.8,23.4
-M.LRM.1.spm.1.0.C.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,19.0,lognormal,123.0,0.17,lognormal,143.3,0.18,normal,199.7,19.6
-M.LRM.1.spm.1.0.C.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,20.4,lognormal,138.5,0.16,lognormal,163.1,0.18,normal,218.8,18.9
-M.LRM.1.spm.1.0.C.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.3,21.7,lognormal,147.3,0.17,lognormal,171.0,0.17,lognormal,250.0,0.13
-M.LRM.1.spm.1.0.C.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.5,lognormal,183.2,0.16,normal,213.2,24.7,lognormal,250.0,0.09
-M.LRM.1.spm.1.0.C.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,20.3,lognormal,155.8,0.15,lognormal,182.3,0.13,normal,211.9,21.2
-M.LRM.1.spm.1.0.C.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,21.5,lognormal,150.4,0.17,normal,173.1,21.2,normal,198.8,18.7
-M.LRM.1.spm.1.0.C.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.8,0.17,lognormal,165.9,0.15,normal,194.4,22.5,lognormal,228.5,0.1
-M.LRM.1.spm.1.0.C.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,159.6,22.5,lognormal,175.4,0.15,normal,203.4,22.7,normal,248.8,23.2
-M.LRM.1.spm.1.0.C.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,21.8,lognormal,150.1,0.17,lognormal,175.6,0.18,normal,250.0,20.0
-M.LRM.1.spm.1.0.C.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.5,lognormal,131.3,0.16,lognormal,154.7,0.17,normal,209.3,23.2
-M.LRM.1.spm.1.0.C.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,18.9,lognormal,122.7,0.17,lognormal,144.1,0.18,normal,198.1,19.0
-M.LRM.1.spm.1.0.C.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.2,0.18,lognormal,140.3,0.18,lognormal,162.2,0.16,normal,223.0,22.1
-M.LRM.1.spm.1.0.C.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,22.1,lognormal,148.1,0.18,lognormal,173.1,0.18,lognormal,250.0,0.13
-M.LRM.1.spm.1.0.C.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,19.7,lognormal,149.2,0.13,normal,158.6,18.0,lognormal,177.4,0.12
-M.LRM.1.spm.1.0.C.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,17.1,lognormal,127.8,0.12,normal,135.1,14.3,lognormal,148.3,0.12
-M.LRM.1.spm.1.0.C.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,15.6,normal,122.1,13.7,normal,126.2,13.2,lognormal,135.1,0.11
-M.LRM.1.spm.1.0.C.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,17.8,normal,135.9,15.2,lognormal,144.8,0.12,normal,158.2,16.2
-M.LRM.1.spm.1.0.C.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,19.0,normal,144.6,17.0,lognormal,154.8,0.13,lognormal,171.1,0.12
-M.LRM.1.spm.1.0.C.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,22.6,lognormal,150.2,0.17,normal,170.5,22.4,normal,220.1,20.2
-M.LRM.1.spm.1.0.C.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,19.3,lognormal,130.6,0.16,lognormal,148.4,0.15,lognormal,189.5,0.15
-M.LRM.1.spm.1.0.C.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.3,lognormal,121.0,0.17,normal,138.4,18.8,normal,186.7,24.4
-M.LRM.1.spm.1.0.C.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,21.0,lognormal,137.7,0.16,lognormal,157.8,0.15,lognormal,200.8,0.13
-M.LRM.1.spm.1.0.C.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.5,lognormal,146.2,0.17,lognormal,166.3,0.15,normal,210.9,20.2
-M.LRM.1.spm.1.0.C.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,22.7,lognormal,148.3,0.16,lognormal,165.3,0.13,lognormal,190.6,0.11
-M.LRM.1.spm.1.0.C.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,19.5,normal,128.9,17.7,lognormal,142.8,0.14,lognormal,161.7,0.12
-M.LRM.1.spm.1.0.C.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.2,lognormal,121.3,0.17,normal,136.4,17.8,lognormal,155.1,0.11
-M.LRM.1.spm.1.0.C.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,20.7,lognormal,137.4,0.16,lognormal,151.8,0.13,lognormal,173.5,0.12
-M.LRM.1.spm.1.0.C.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,21.5,lognormal,145.6,0.17,normal,160.6,18.6,lognormal,183.6,0.11
-M.LRM.1.spm.1.0.C.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,164.1,23.3,lognormal,180.8,0.15,normal,205.5,21.4,normal,217.1,16.2
-M.LRM.1.spm.1.0.C.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,20.7,lognormal,156.9,0.15,lognormal,176.0,0.13,lognormal,192.6,0.15
-M.LRM.1.spm.1.0.C.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,21.4,lognormal,149.0,0.16,lognormal,168.7,0.14,normal,188.6,22.5
-M.LRM.1.spm.1.0.C.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,152.0,22.6,normal,166.1,21.5,lognormal,188.4,0.13,lognormal,208.2,0.14
-M.LRM.1.spm.1.0.C.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,160.1,23.2,normal,174.5,22.8,lognormal,201.3,0.13,normal,217.4,21.7
-M.LRM.1.spm.1.0.C.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,164.2,24.1,normal,171.4,19.7,normal,176.2,17.0,lognormal,189.9,0.11
-M.LRM.1.spm.1.0.C.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,19.8,lognormal,147.8,0.13,normal,151.9,17.6,lognormal,162.3,0.12
-M.LRM.1.spm.1.0.C.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,19.3,normal,140.5,16.8,normal,145.9,15.5,normal,155.7,16.5
-M.LRM.1.spm.1.0.C.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,150.6,21.6,normal,157.0,17.9,normal,161.2,16.6,lognormal,172.6,0.11
-M.LRM.1.spm.1.0.C.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,160.2,22.9,normal,166.1,18.1,lognormal,171.8,0.11,lognormal,184.4,0.11
-M.LRM.1.spm.1.0.C.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,22.8,lognormal,151.7,0.18,lognormal,175.3,0.17,normal,221.8,18.6
-M.LRM.1.spm.1.0.C.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.18,lognormal,131.8,0.17,normal,152.6,22.5,lognormal,195.5,0.17
-M.LRM.1.spm.1.0.C.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,18.7,lognormal,122.7,0.17,lognormal,143.4,0.17,normal,189.0,22.9
-M.LRM.1.spm.1.0.C.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,20.8,lognormal,139.9,0.17,lognormal,163.5,0.17,lognormal,209.2,0.14
-M.LRM.1.spm.1.0.C.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,21.9,lognormal,147.0,0.17,lognormal,172.3,0.18,normal,214.7,20.9
-M.LRM.1.spm.1.0.C.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,23.1,lognormal,150.9,0.17,lognormal,167.3,0.14,lognormal,188.7,0.1
-M.LRM.1.spm.1.0.C.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,19.7,lognormal,131.1,0.16,lognormal,143.2,0.13,normal,161.3,16.4
-M.LRM.1.spm.1.0.C.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,19.3,lognormal,122.5,0.17,lognormal,136.9,0.14,lognormal,155.8,0.11
-M.LRM.1.spm.1.0.C.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,20.7,lognormal,138.9,0.17,lognormal,154.2,0.14,normal,172.9,18.6
-M.LRM.1.spm.1.0.C.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,22.3,lognormal,146.6,0.17,normal,161.0,19.6,normal,183.5,18.0
-M.LRM.1.spm.1.0.C.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.1,lognormal,183.2,0.15,normal,205.3,21.0,lognormal,227.2,0.11
-M.LRM.1.spm.1.0.C.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,21.5,lognormal,155.3,0.14,lognormal,174.3,0.13,lognormal,191.4,0.15
-M.LRM.1.spm.1.0.C.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,21.1,lognormal,149.5,0.16,lognormal,169.9,0.14,normal,190.0,23.6
-M.LRM.1.spm.1.0.C.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,22.0,lognormal,165.9,0.14,lognormal,188.3,0.13,lognormal,203.9,0.13
-M.LRM.1.spm.1.0.C.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,160.5,23.8,normal,175.4,23.4,normal,199.7,21.8,normal,219.1,21.9
-M.LRM.1.spm.1.0.C.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,164.0,23.8,normal,171.3,19.5,lognormal,177.7,0.11,normal,189.3,18.5
-M.LRM.1.spm.1.0.C.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,140.4,19.2,lognormal,147.2,0.13,normal,151.6,17.2,lognormal,161.3,0.12
-M.LRM.1.spm.1.0.C.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,19.3,normal,140.5,17.1,lognormal,146.1,0.12,normal,155.4,16.1
-M.LRM.1.spm.1.0.C.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,149.5,20.6,normal,156.3,17.9,normal,161.0,17.2,normal,173.4,18.4
-M.LRM.1.spm.1.0.C.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,159.3,22.8,normal,166.3,18.6,lognormal,171.6,0.11,lognormal,184.2,0.11
-M.LRM.1.spm.1.0.D.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,23.0,lognormal,151.8,0.18,lognormal,177.5,0.18,lognormal,250.0,0.07
-M.LRM.1.spm.1.0.D.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,20.0,lognormal,132.8,0.17,lognormal,155.2,0.18,normal,226.0,18.5
-M.LRM.1.spm.1.0.D.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,18.7,lognormal,122.9,0.18,lognormal,143.9,0.18,lognormal,200.8,0.1
-M.LRM.1.spm.1.0.D.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.1,0.19,lognormal,139.3,0.17,lognormal,165.3,0.19,normal,248.3,24.4
-M.LRM.1.spm.1.0.D.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,21.9,lognormal,147.1,0.17,lognormal,172.6,0.18,lognormal,250.0,0.08
-M.LRM.1.spm.1.0.D.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.1,27.2,lognormal,186.5,0.17,normal,211.5,24.7,lognormal,250.0,0.07
-M.LRM.1.spm.1.0.D.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.5,24.5,lognormal,162.9,0.16,normal,189.0,23.8,normal,237.6,26.1
-M.LRM.1.spm.1.0.D.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.5,0.19,lognormal,151.2,0.16,lognormal,175.3,0.14,lognormal,202.6,0.11
-M.LRM.1.spm.1.0.D.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.6,25.5,normal,170.0,23.3,normal,202.0,27.6,normal,249.0,22.5
-M.LRM.1.spm.1.0.D.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.1,26.5,lognormal,179.3,0.15,normal,209.2,26.0,lognormal,250.0,0.09
-M.LRM.1.spm.1.0.D.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,21.9,lognormal,150.0,0.17,lognormal,177.2,0.18,normal,250.0,20.0
-M.LRM.1.spm.1.0.D.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,20.1,lognormal,132.4,0.17,lognormal,153.9,0.17,normal,225.7,19.1
-M.LRM.1.spm.1.0.D.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.0,0.19,lognormal,123.0,0.17,lognormal,143.6,0.18,normal,201.2,17.4
-M.LRM.1.spm.1.0.D.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,20.9,lognormal,139.3,0.17,lognormal,163.5,0.18,normal,248.5,23.9
-M.LRM.1.spm.1.0.D.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.3,22.1,lognormal,146.4,0.17,lognormal,171.6,0.17,lognormal,250.0,0.09
-M.LRM.1.spm.1.0.D.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,22.0,lognormal,153.1,0.14,lognormal,163.0,0.13,normal,184.3,22.6
-M.LRM.1.spm.1.0.D.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,17.8,lognormal,133.5,0.13,normal,139.5,15.4,lognormal,151.3,0.11
-M.LRM.1.spm.1.0.D.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,15.9,lognormal,122.9,0.12,normal,127.1,13.5,lognormal,135.6,0.11
-M.LRM.1.spm.1.0.D.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.1,19.8,normal,140.9,17.1,lognormal,149.8,0.13,normal,162.7,16.5
-M.LRM.1.spm.1.0.D.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,20.9,lognormal,149.6,0.15,normal,158.2,19.5,normal,176.1,20.0
-M.LRM.1.spm.1.0.D.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,22.8,lognormal,148.7,0.16,lognormal,172.5,0.16,normal,249.0,22.7
-M.LRM.1.spm.1.0.D.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,20.4,lognormal,130.7,0.16,lognormal,150.8,0.15,lognormal,209.4,0.1
-M.LRM.1.spm.1.0.D.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,18.8,lognormal,121.7,0.17,normal,139.5,19.5,normal,187.9,15.6
-M.LRM.1.spm.1.0.D.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,20.9,lognormal,138.6,0.17,lognormal,159.2,0.16,normal,223.1,19.4
-M.LRM.1.spm.1.0.D.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,22.3,lognormal,146.1,0.17,normal,166.8,22.6,lognormal,235.0,0.1
-M.LRM.1.spm.1.0.D.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,21.9,lognormal,149.2,0.17,lognormal,168.4,0.14,lognormal,194.3,0.11
-M.LRM.1.spm.1.0.D.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.0,0.19,lognormal,130.3,0.16,lognormal,148.9,0.15,normal,170.5,16.6
-M.LRM.1.spm.1.0.D.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,19.0,lognormal,121.7,0.17,lognormal,137.9,0.15,lognormal,157.8,0.11
-M.LRM.1.spm.1.0.D.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,20.8,lognormal,138.1,0.16,normal,156.8,20.8,lognormal,182.0,0.12
-M.LRM.1.spm.1.0.D.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.2,0.19,lognormal,145.5,0.17,lognormal,165.1,0.15,normal,192.7,21.0
-M.LRM.1.spm.1.0.D.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,168.3,25.1,lognormal,184.8,0.16,normal,212.3,23.7,lognormal,250.0,0.06
-M.LRM.1.spm.1.0.D.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,150.0,24.4,lognormal,163.9,0.16,lognormal,190.7,0.14,normal,220.0,20.8
-M.LRM.1.spm.1.0.D.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,22.7,lognormal,150.8,0.16,normal,174.6,21.6,normal,192.4,17.3
-M.LRM.1.spm.1.0.D.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.7,25.4,lognormal,171.4,0.16,normal,201.5,26.3,normal,230.9,18.6
-M.LRM.1.spm.1.0.D.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.7,25.2,lognormal,178.7,0.15,normal,208.1,24.7,normal,249.6,21.0
-M.LRM.1.spm.1.0.D.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,167.5,24.5,lognormal,176.1,0.13,normal,183.1,19.5,lognormal,195.6,0.11
-M.LRM.1.spm.1.0.D.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.0,22.7,lognormal,154.1,0.13,lognormal,161.1,0.12,lognormal,171.7,0.11
-M.LRM.1.spm.1.0.D.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,20.6,lognormal,143.2,0.13,lognormal,149.4,0.12,lognormal,157.4,0.11
-M.LRM.1.spm.1.0.D.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.7,23.8,lognormal,162.9,0.14,lognormal,170.0,0.12,lognormal,182.6,0.12
-M.LRM.1.spm.1.0.D.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,162.2,23.6,normal,170.3,19.6,lognormal,177.8,0.11,lognormal,191.3,0.11
-M.LRM.1.spm.1.0.D.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.2,0.19,lognormal,150.7,0.17,lognormal,176.2,0.18,lognormal,250.0,0.09
-M.LRM.1.spm.1.0.D.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.8,lognormal,132.5,0.17,lognormal,155.1,0.18,normal,212.2,16.2
-M.LRM.1.spm.1.0.D.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.8,0.19,lognormal,122.6,0.17,lognormal,144.1,0.18,normal,192.4,17.5
-M.LRM.1.spm.1.0.D.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,21.4,lognormal,139.5,0.17,lognormal,163.4,0.17,normal,234.8,20.4
-M.LRM.1.spm.1.0.D.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,22.3,lognormal,147.9,0.18,lognormal,171.8,0.18,normal,249.2,22.2
-M.LRM.1.spm.1.0.D.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,22.4,lognormal,150.0,0.16,lognormal,169.8,0.15,normal,195.8,19.1
-M.LRM.1.spm.1.0.D.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,20.0,lognormal,132.5,0.17,lognormal,150.6,0.16,lognormal,171.8,0.11
-M.LRM.1.spm.1.0.D.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,18.5,lognormal,122.7,0.17,lognormal,138.8,0.15,lognormal,157.8,0.11
-M.LRM.1.spm.1.0.D.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.1,0.19,lognormal,139.2,0.17,normal,156.3,19.8,normal,182.3,19.2
-M.LRM.1.spm.1.0.D.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,22.2,lognormal,146.6,0.17,normal,165.2,22.0,lognormal,189.9,0.11
-M.LRM.1.spm.1.0.D.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,168.3,25.0,lognormal,186.5,0.17,normal,215.3,26.5,lognormal,250.0,0.07
-M.LRM.1.spm.1.0.D.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.9,23.8,lognormal,162.8,0.16,normal,190.1,25.3,normal,214.3,17.4
-M.LRM.1.spm.1.0.D.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,22.4,lognormal,151.2,0.17,normal,175.2,22.9,lognormal,192.7,0.1
-M.LRM.1.spm.1.0.D.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.6,25.9,normal,170.4,23.7,normal,202.1,26.9,normal,225.3,15.8
-M.LRM.1.spm.1.0.D.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.0,26.5,lognormal,180.5,0.16,normal,207.5,25.2,normal,249.1,22.4
-M.LRM.1.spm.1.0.D.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,167.3,24.4,lognormal,175.5,0.13,lognormal,183.4,0.12,lognormal,196.6,0.11
-M.LRM.1.spm.1.0.D.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.6,23.1,normal,154.2,18.6,lognormal,161.0,0.11,lognormal,171.1,0.11
-M.LRM.1.spm.1.0.D.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,20.3,lognormal,143.0,0.13,normal,149.1,16.0,lognormal,157.5,0.11
-M.LRM.1.spm.1.0.D.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.7,23.4,lognormal,163.6,0.14,lognormal,170.3,0.12,normal,182.5,19.3
-M.LRM.1.spm.1.0.D.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,162.7,23.9,normal,169.5,18.9,lognormal,177.5,0.11,lognormal,190.8,0.11
-M.LRM.1.spm.1.1.A.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,22.7,lognormal,150.9,0.17,lognormal,175.6,0.17,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.A.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.8,0.19,lognormal,132.7,0.17,lognormal,154.6,0.17,normal,220.3,15.0
-M.LRM.1.spm.1.1.A.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,19.0,lognormal,122.8,0.17,lognormal,143.3,0.17,normal,230.2,27.2
-M.LRM.1.spm.1.1.A.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,20.9,lognormal,138.7,0.17,lognormal,163.1,0.17,normal,250.0,20.0
-M.LRM.1.spm.1.1.A.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,22.0,lognormal,147.8,0.17,lognormal,172.0,0.18,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.A.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.5,24.1,lognormal,183.4,0.16,normal,214.7,25.8,normal,214.8,25.9
-M.LRM.1.spm.1.1.A.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,21.4,normal,158.2,21.0,lognormal,191.1,0.15,normal,247.1,27.7
-M.LRM.1.spm.1.1.A.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,21.7,lognormal,150.7,0.17,normal,178.1,23.7,normal,220.4,19.8
-M.LRM.1.spm.1.1.A.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,23.1,lognormal,167.2,0.15,normal,200.9,26.6,lognormal,250.0,0.09
-M.LRM.1.spm.1.1.A.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,162.6,25.0,lognormal,178.5,0.15,normal,210.8,26.7,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.A.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,22.5,lognormal,150.9,0.17,lognormal,177.8,0.17,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.A.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.9,lognormal,131.4,0.17,lognormal,155.0,0.18,normal,232.5,24.2
-M.LRM.1.spm.1.1.A.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,18.8,lognormal,122.9,0.17,lognormal,143.5,0.17,lognormal,216.5,0.11
-M.LRM.1.spm.1.1.A.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,21.2,lognormal,139.9,0.17,lognormal,163.7,0.18,lognormal,250.0,0.1
-M.LRM.1.spm.1.1.A.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,22.1,lognormal,147.8,0.18,lognormal,173.3,0.18,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.A.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,16.9,lognormal,137.4,0.13,lognormal,152.6,0.12,lognormal,176.2,0.15
-M.LRM.1.spm.1.1.A.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.5,0.18,lognormal,116.9,0.17,lognormal,128.6,0.15,lognormal,145.5,0.18
-M.LRM.1.spm.1.1.A.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.17,lognormal,117.7,0.15,normal,131.6,14.8,normal,153.9,17.1
-M.LRM.1.spm.1.1.A.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,16.9,lognormal,124.2,0.15,lognormal,135.8,0.13,lognormal,156.6,0.18
-M.LRM.1.spm.1.1.A.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,17.5,lognormal,133.1,0.14,lognormal,147.9,0.14,lognormal,169.2,0.15
-M.LRM.1.spm.1.1.A.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,22.7,lognormal,148.7,0.16,normal,170.5,22.8,normal,224.9,20.4
-M.LRM.1.spm.1.1.A.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.6,lognormal,130.4,0.16,lognormal,149.3,0.15,lognormal,199.1,0.16
-M.LRM.1.spm.1.1.A.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.8,0.19,lognormal,121.6,0.17,normal,139.4,19.7,normal,196.9,23.7
-M.LRM.1.spm.1.1.A.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,21.5,lognormal,138.3,0.17,lognormal,158.7,0.15,lognormal,214.2,0.15
-M.LRM.1.spm.1.1.A.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,21.7,lognormal,145.3,0.16,normal,166.5,22.3,lognormal,221.7,0.12
-M.LRM.1.spm.1.1.A.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,22.9,lognormal,150.1,0.17,normal,167.4,20.8,lognormal,192.6,0.11
-M.LRM.1.spm.1.1.A.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,20.0,lognormal,130.2,0.16,lognormal,145.2,0.14,lognormal,167.5,0.12
-M.LRM.1.spm.1.1.A.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.9,0.19,lognormal,121.1,0.17,normal,136.8,17.9,lognormal,161.0,0.12
-M.LRM.1.spm.1.1.A.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,20.4,lognormal,137.4,0.16,lognormal,154.7,0.14,normal,176.6,18.6
-M.LRM.1.spm.1.1.A.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,22.0,lognormal,144.3,0.15,normal,161.9,20.2,lognormal,187.6,0.11
-M.LRM.1.spm.1.1.A.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,166.1,24.0,lognormal,184.7,0.16,lognormal,208.0,0.13,lognormal,250.0,0.13
-M.LRM.1.spm.1.1.A.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,21.6,lognormal,158.7,0.15,lognormal,179.2,0.14,lognormal,213.6,0.2
-M.LRM.1.spm.1.1.A.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.8,lognormal,151.0,0.17,lognormal,176.1,0.16,normal,206.4,21.8
-M.LRM.1.spm.1.1.A.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,153.7,23.0,lognormal,168.1,0.15,lognormal,192.5,0.14,lognormal,225.6,0.16
-M.LRM.1.spm.1.1.A.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.7,24.3,normal,177.5,24.8,normal,203.2,23.3,normal,222.9,20.1
-M.LRM.1.spm.1.1.A.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,163.8,22.3,normal,170.7,18.3,lognormal,177.6,0.11,lognormal,193.1,0.11
-M.LRM.1.spm.1.1.A.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,19.6,normal,148.6,17.1,lognormal,153.7,0.12,lognormal,168.3,0.13
-M.LRM.1.spm.1.1.A.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,20.1,normal,141.4,17.3,lognormal,148.1,0.13,lognormal,162.5,0.13
-M.LRM.1.spm.1.1.A.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,152.1,22.4,normal,157.9,17.6,lognormal,163.4,0.11,lognormal,177.8,0.12
-M.LRM.1.spm.1.1.A.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.1,23.6,normal,168.6,19.8,normal,173.9,17.5,lognormal,189.0,0.12
-M.LRM.1.spm.1.1.A.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.7,0.19,lognormal,151.4,0.18,lognormal,177.6,0.18,normal,232.4,20.7
-M.LRM.1.spm.1.1.A.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.9,lognormal,132.6,0.17,lognormal,154.4,0.17,lognormal,211.5,0.19
-M.LRM.1.spm.1.1.A.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,18.9,lognormal,122.9,0.17,lognormal,143.4,0.17,normal,208.1,23.7
-M.LRM.1.spm.1.1.A.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,21.0,lognormal,139.3,0.17,lognormal,163.1,0.17,normal,216.5,28.4
-M.LRM.1.spm.1.1.A.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,21.9,lognormal,147.8,0.18,lognormal,171.9,0.17,normal,228.8,23.6
-M.LRM.1.spm.1.1.A.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.2,0.19,lognormal,150.9,0.17,lognormal,167.6,0.14,normal,191.8,18.5
-M.LRM.1.spm.1.1.A.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,20.2,lognormal,131.2,0.16,lognormal,145.8,0.14,lognormal,167.6,0.12
-M.LRM.1.spm.1.1.A.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,18.2,lognormal,121.9,0.17,normal,137.7,18.4,normal,160.6,17.2
-M.LRM.1.spm.1.1.A.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,20.7,lognormal,137.8,0.16,lognormal,155.5,0.15,normal,177.0,18.7
-M.LRM.1.spm.1.1.A.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,21.6,lognormal,145.6,0.16,normal,162.2,20.4,normal,187.0,18.7
-M.LRM.1.spm.1.1.A.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.9,23.5,lognormal,182.9,0.16,lognormal,209.7,0.13,normal,246.9,28.1
-M.LRM.1.spm.1.1.A.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.9,0.17,lognormal,158.7,0.15,lognormal,182.1,0.15,lognormal,212.2,0.19
-M.LRM.1.spm.1.1.A.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,21.7,lognormal,150.9,0.17,normal,175.5,24.4,normal,207.5,21.9
-M.LRM.1.spm.1.1.A.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,22.9,lognormal,168.7,0.15,lognormal,191.7,0.13,lognormal,220.6,0.15
-M.LRM.1.spm.1.1.A.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.8,24.1,lognormal,178.6,0.16,normal,201.6,21.9,normal,220.4,19.1
-M.LRM.1.spm.1.1.A.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,163.8,22.6,lognormal,172.4,0.13,lognormal,178.8,0.11,normal,191.6,18.6
-M.LRM.1.spm.1.1.A.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,20.3,normal,148.7,17.1,lognormal,154.1,0.12,lognormal,168.0,0.12
-M.LRM.1.spm.1.1.A.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,20.1,normal,141.6,17.2,lognormal,148.4,0.12,lognormal,162.6,0.13
-M.LRM.1.spm.1.1.A.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,151.8,22.0,normal,159.0,18.4,lognormal,164.8,0.11,lognormal,177.8,0.12
-M.LRM.1.spm.1.1.A.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,159.9,22.6,lognormal,167.4,0.13,lognormal,173.1,0.11,lognormal,189.3,0.12
-M.LRM.1.spm.1.1.B.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.5,lognormal,150.7,0.17,lognormal,175.5,0.17,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.B.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,19.8,lognormal,132.6,0.17,lognormal,154.5,0.17,normal,225.6,23.4
-M.LRM.1.spm.1.1.B.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,18.4,lognormal,122.8,0.17,lognormal,143.6,0.18,normal,223.3,21.9
-M.LRM.1.spm.1.1.B.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,20.5,lognormal,139.8,0.17,lognormal,164.0,0.18,normal,248.2,24.7
-M.LRM.1.spm.1.1.B.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,21.9,lognormal,147.7,0.18,lognormal,173.1,0.18,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.B.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.4,lognormal,180.7,0.14,lognormal,218.1,0.15,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.B.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.5,0.17,normal,156.1,19.8,lognormal,187.2,0.15,normal,223.1,20.1
-M.LRM.1.spm.1.1.B.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,21.6,lognormal,150.8,0.17,lognormal,179.5,0.15,normal,222.7,23.4
-M.LRM.1.spm.1.1.B.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,153.7,23.3,lognormal,168.1,0.15,normal,196.6,23.2,lognormal,250.0,0.11
-M.LRM.1.spm.1.1.B.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,160.1,23.1,lognormal,177.7,0.16,lognormal,207.0,0.13,normal,250.3,19.1
-M.LRM.1.spm.1.1.B.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.5,0.18,lognormal,150.6,0.17,lognormal,174.6,0.17,lognormal,250.0,0.07
-M.LRM.1.spm.1.1.B.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,19.7,lognormal,132.9,0.18,lognormal,155.2,0.17,normal,221.5,21.6
-M.LRM.1.spm.1.1.B.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.1,0.19,lognormal,123.3,0.18,lognormal,143.9,0.18,normal,214.8,22.0
-M.LRM.1.spm.1.1.B.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,20.9,lognormal,139.1,0.17,lognormal,163.6,0.18,normal,248.2,24.7
-M.LRM.1.spm.1.1.B.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,21.7,lognormal,147.3,0.17,lognormal,171.2,0.17,normal,250.3,19.1
-M.LRM.1.spm.1.1.B.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,18.9,lognormal,144.4,0.14,lognormal,160.0,0.14,lognormal,195.3,0.19
-M.LRM.1.spm.1.1.B.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.3,0.19,lognormal,124.8,0.18,lognormal,138.6,0.17,lognormal,162.6,0.22
-M.LRM.1.spm.1.1.B.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,17.1,lognormal,121.2,0.14,lognormal,134.7,0.12,lognormal,155.8,0.11
-M.LRM.1.spm.1.1.B.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.18,lognormal,131.7,0.16,lognormal,147.3,0.16,lognormal,178.2,0.22
-M.LRM.1.spm.1.1.B.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.2,0.16,lognormal,139.0,0.15,lognormal,156.2,0.15,lognormal,187.7,0.19
-M.LRM.1.spm.1.1.B.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,22.4,lognormal,149.4,0.16,normal,169.9,22.9,normal,220.2,19.2
-M.LRM.1.spm.1.1.B.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.9,lognormal,130.5,0.16,lognormal,148.8,0.15,lognormal,197.9,0.17
-M.LRM.1.spm.1.1.B.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.0,lognormal,120.7,0.16,lognormal,139.3,0.15,normal,192.4,21.4
-M.LRM.1.spm.1.1.B.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,20.8,lognormal,138.4,0.17,normal,156.2,19.8,lognormal,209.8,0.15
-M.LRM.1.spm.1.1.B.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,21.4,lognormal,145.8,0.17,lognormal,166.1,0.15,lognormal,215.2,0.11
-M.LRM.1.spm.1.1.B.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,22.6,lognormal,149.1,0.17,normal,166.7,20.4,normal,191.9,20.4
-M.LRM.1.spm.1.1.B.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.6,normal,129.1,18.3,lognormal,144.0,0.14,lognormal,165.9,0.13
-M.LRM.1.spm.1.1.B.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.0,lognormal,121.1,0.17,normal,135.8,17.4,normal,161.1,18.3
-M.LRM.1.spm.1.1.B.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,21.2,lognormal,137.6,0.16,normal,152.9,19.1,lognormal,176.9,0.13
-M.LRM.1.spm.1.1.B.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.5,lognormal,145.2,0.16,normal,162.1,20.4,normal,186.4,20.0
-M.LRM.1.spm.1.1.B.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.8,24.9,normal,181.2,24.6,normal,207.3,23.0,normal,223.3,18.4
-M.LRM.1.spm.1.1.B.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.2,0.17,normal,157.4,21.0,lognormal,179.1,0.14,lognormal,209.8,0.2
-M.LRM.1.spm.1.1.B.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,21.6,lognormal,150.2,0.17,lognormal,174.3,0.16,normal,209.0,25.4
-M.LRM.1.spm.1.1.B.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,152.0,22.2,lognormal,167.4,0.15,lognormal,189.9,0.13,lognormal,216.2,0.15
-M.LRM.1.spm.1.1.B.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.3,24.8,lognormal,178.2,0.16,lognormal,201.0,0.13,lognormal,228.5,0.14
-M.LRM.1.spm.1.1.B.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,23.2,lognormal,171.7,0.12,lognormal,178.7,0.11,normal,193.1,20.3
-M.LRM.1.spm.1.1.B.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,19.5,lognormal,148.9,0.14,lognormal,154.0,0.14,normal,167.6,20.8
-M.LRM.1.spm.1.1.B.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.9,lognormal,141.3,0.13,lognormal,147.7,0.12,lognormal,161.5,0.12
-M.LRM.1.spm.1.1.B.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,151.2,21.6,lognormal,157.9,0.13,lognormal,162.6,0.12,lognormal,176.8,0.12
-M.LRM.1.spm.1.1.B.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,158.8,22.4,lognormal,166.1,0.12,lognormal,172.5,0.11,lognormal,185.8,0.11
-M.LRM.1.spm.1.1.B.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,22.0,lognormal,151.3,0.17,lognormal,176.5,0.18,lognormal,235.3,0.12
-M.LRM.1.spm.1.1.B.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,19.7,lognormal,132.7,0.18,lognormal,154.1,0.17,lognormal,203.4,0.18
-M.LRM.1.spm.1.1.B.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,18.6,lognormal,122.5,0.17,lognormal,142.3,0.17,normal,209.9,28.1
-M.LRM.1.spm.1.1.B.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,20.9,lognormal,139.9,0.17,lognormal,162.7,0.17,lognormal,216.3,0.15
-M.LRM.1.spm.1.1.B.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,21.6,lognormal,145.8,0.16,lognormal,171.8,0.17,normal,218.9,19.6
-M.LRM.1.spm.1.1.B.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,22.9,lognormal,150.6,0.17,normal,166.7,20.2,lognormal,194.0,0.12
-M.LRM.1.spm.1.1.B.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,19.5,lognormal,130.2,0.16,lognormal,145.3,0.15,lognormal,165.9,0.13
-M.LRM.1.spm.1.1.B.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,18.3,lognormal,121.8,0.17,normal,137.7,18.7,lognormal,161.3,0.13
-M.LRM.1.spm.1.1.B.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,21.0,lognormal,138.3,0.16,lognormal,153.8,0.14,lognormal,176.0,0.12
-M.LRM.1.spm.1.1.B.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,21.6,lognormal,146.1,0.16,lognormal,162.8,0.14,lognormal,186.5,0.12
-M.LRM.1.spm.1.1.B.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,166.1,24.4,normal,181.1,23.9,normal,206.6,21.7,normal,227.1,19.6
-M.LRM.1.spm.1.1.B.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.2,21.5,lognormal,156.5,0.14,lognormal,179.0,0.15,lognormal,207.1,0.19
-M.LRM.1.spm.1.1.B.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,21.6,lognormal,149.3,0.16,lognormal,173.4,0.15,normal,209.8,26.6
-M.LRM.1.spm.1.1.B.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,23.3,normal,167.0,21.9,lognormal,191.8,0.14,lognormal,217.4,0.15
-M.LRM.1.spm.1.1.B.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.8,24.8,lognormal,177.6,0.15,normal,202.7,23.1,normal,228.7,26.0
-M.LRM.1.spm.1.1.B.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,163.9,23.0,lognormal,170.7,0.12,normal,176.8,17.4,normal,190.3,18.4
-M.LRM.1.spm.1.1.B.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,20.2,lognormal,149.5,0.13,normal,153.8,17.8,lognormal,167.4,0.14
-M.LRM.1.spm.1.1.B.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,20.2,normal,141.3,17.2,lognormal,148.1,0.12,normal,161.3,18.4
-M.LRM.1.spm.1.1.B.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,151.4,22.3,normal,158.1,18.9,normal,162.8,17.9,lognormal,176.5,0.12
-M.LRM.1.spm.1.1.B.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,159.2,21.5,lognormal,166.1,0.12,lognormal,171.4,0.11,lognormal,185.6,0.11
-M.LRM.1.spm.1.1.C.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,22.2,lognormal,151.6,0.18,lognormal,174.9,0.17,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.C.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,19.7,lognormal,131.8,0.16,lognormal,154.1,0.17,normal,219.8,20.3
-M.LRM.1.spm.1.1.C.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.1,lognormal,122.5,0.17,lognormal,143.5,0.17,normal,230.1,26.8
-M.LRM.1.spm.1.1.C.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,20.8,lognormal,139.3,0.16,lognormal,163.6,0.18,normal,248.4,24.2
-M.LRM.1.spm.1.1.C.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,21.2,lognormal,145.9,0.17,lognormal,170.7,0.17,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.C.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,167.0,25.7,normal,180.4,22.8,normal,212.6,25.3,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.C.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,20.5,normal,154.6,19.2,lognormal,185.9,0.15,normal,221.7,20.8
-M.LRM.1.spm.1.1.C.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,21.2,lognormal,149.4,0.16,lognormal,180.3,0.16,normal,221.3,21.4
-M.LRM.1.spm.1.1.C.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.7,0.17,lognormal,165.7,0.14,lognormal,198.3,0.14,normal,247.7,25.9
-M.LRM.1.spm.1.1.C.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,159.7,22.6,lognormal,175.6,0.15,normal,206.4,23.3,normal,250.0,20.0
-M.LRM.1.spm.1.1.C.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,22.2,lognormal,149.6,0.17,lognormal,177.1,0.18,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.C.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,19.9,lognormal,132.6,0.17,lognormal,154.8,0.17,normal,223.0,23.2
-M.LRM.1.spm.1.1.C.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,18.7,lognormal,122.8,0.18,lognormal,143.9,0.18,normal,213.5,21.0
-M.LRM.1.spm.1.1.C.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,21.4,lognormal,139.5,0.17,lognormal,163.6,0.18,normal,247.7,25.9
-M.LRM.1.spm.1.1.C.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,21.9,lognormal,146.6,0.17,lognormal,171.7,0.17,lognormal,250.0,0.08
-M.LRM.1.spm.1.1.C.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,19.2,lognormal,150.8,0.13,normal,168.4,19.9,normal,206.7,17.8
-M.LRM.1.spm.1.1.C.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,16.8,lognormal,130.3,0.13,normal,145.8,16.1,lognormal,170.8,0.11
-M.LRM.1.spm.1.1.C.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,16.1,normal,124.7,14.1,normal,137.4,14.4,lognormal,157.5,0.1
-M.LRM.1.spm.1.1.C.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,17.8,normal,137.8,16.2,normal,154.6,17.8,lognormal,184.0,0.1
-M.LRM.1.spm.1.1.C.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,19.1,normal,146.6,17.5,normal,163.4,19.1,lognormal,197.8,0.1
-M.LRM.1.spm.1.1.C.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,22.5,lognormal,149.8,0.17,normal,169.4,21.4,lognormal,217.5,0.09
-M.LRM.1.spm.1.1.C.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,19.5,lognormal,130.3,0.16,lognormal,149.1,0.15,lognormal,189.5,0.15
-M.LRM.1.spm.1.1.C.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,18.0,lognormal,121.1,0.17,lognormal,139.0,0.15,normal,193.3,24.7
-M.LRM.1.spm.1.1.C.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,20.7,lognormal,137.6,0.16,normal,156.5,20.0,lognormal,205.0,0.15
-M.LRM.1.spm.1.1.C.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,21.8,lognormal,145.1,0.16,normal,164.9,21.0,lognormal,215.4,0.12
-M.LRM.1.spm.1.1.C.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,22.5,lognormal,148.2,0.16,normal,166.6,21.2,normal,188.4,18.1
-M.LRM.1.spm.1.1.C.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,19.7,lognormal,129.5,0.16,lognormal,143.1,0.13,lognormal,163.3,0.12
-M.LRM.1.spm.1.1.C.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,19.0,lognormal,120.8,0.16,normal,136.2,17.7,lognormal,160.7,0.13
-M.LRM.1.spm.1.1.C.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,20.8,lognormal,137.2,0.16,normal,151.8,18.5,lognormal,174.1,0.12
-M.LRM.1.spm.1.1.C.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.8,0.19,lognormal,145.6,0.17,normal,161.2,19.4,lognormal,184.6,0.12
-M.LRM.1.spm.1.1.C.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,164.9,24.3,lognormal,182.2,0.16,normal,207.0,22.7,normal,222.9,18.5
-M.LRM.1.spm.1.1.C.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,19.8,lognormal,155.0,0.14,lognormal,174.5,0.13,lognormal,201.1,0.19
-M.LRM.1.spm.1.1.C.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,21.8,lognormal,149.5,0.16,lognormal,172.0,0.15,normal,208.6,28.9
-M.LRM.1.spm.1.1.C.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,151.5,22.3,lognormal,166.0,0.15,lognormal,188.4,0.13,lognormal,211.3,0.15
-M.LRM.1.spm.1.1.C.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,159.7,22.3,lognormal,176.1,0.15,lognormal,199.4,0.12,normal,217.9,21.4
-M.LRM.1.spm.1.1.C.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,164.0,23.3,normal,170.8,18.8,lognormal,176.8,0.11,normal,189.0,17.5
-M.LRM.1.spm.1.1.C.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,140.4,19.3,normal,146.9,17.5,normal,151.8,17.9,lognormal,163.1,0.12
-M.LRM.1.spm.1.1.C.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,19.7,normal,140.9,17.3,lognormal,146.8,0.12,lognormal,160.5,0.12
-M.LRM.1.spm.1.1.C.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,150.5,21.5,lognormal,157.5,0.13,normal,161.4,17.2,lognormal,174.5,0.12
-M.LRM.1.spm.1.1.C.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,158.6,22.5,lognormal,166.0,0.12,lognormal,172.6,0.12,lognormal,184.3,0.11
-M.LRM.1.spm.1.1.C.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,23.0,lognormal,150.7,0.17,lognormal,174.8,0.17,normal,226.0,19.2
-M.LRM.1.spm.1.1.C.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.7,lognormal,131.7,0.17,lognormal,152.9,0.17,lognormal,197.2,0.16
-M.LRM.1.spm.1.1.C.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,18.7,lognormal,122.7,0.17,lognormal,142.8,0.17,normal,204.2,25.4
-M.LRM.1.spm.1.1.C.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,20.9,lognormal,139.9,0.17,lognormal,162.7,0.17,normal,207.9,23.2
-M.LRM.1.spm.1.1.C.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,22.2,lognormal,147.9,0.18,lognormal,170.0,0.16,lognormal,221.8,0.11
-M.LRM.1.spm.1.1.C.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.4,0.18,lognormal,150.4,0.17,lognormal,167.4,0.14,lognormal,189.9,0.11
-M.LRM.1.spm.1.1.C.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.8,lognormal,130.8,0.16,normal,143.4,17.9,lognormal,163.2,0.12
-M.LRM.1.spm.1.1.C.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,18.7,lognormal,122.2,0.17,normal,136.5,17.8,lognormal,159.9,0.12
-M.LRM.1.spm.1.1.C.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,20.4,lognormal,138.8,0.17,normal,153.3,19.2,lognormal,174.2,0.12
-M.LRM.1.spm.1.1.C.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,21.8,lognormal,146.1,0.17,lognormal,162.8,0.14,normal,185.2,19.6
-M.LRM.1.spm.1.1.C.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.0,24.3,lognormal,183.0,0.16,lognormal,207.2,0.12,lognormal,231.9,0.12
-M.LRM.1.spm.1.1.C.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,19.8,lognormal,155.4,0.15,lognormal,177.0,0.14,lognormal,201.4,0.17
-M.LRM.1.spm.1.1.C.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.0,21.2,lognormal,149.4,0.16,lognormal,172.6,0.15,normal,206.3,26.7
-M.LRM.1.spm.1.1.C.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,151.0,22.2,normal,165.4,20.6,lognormal,187.4,0.12,lognormal,208.2,0.13
-M.LRM.1.spm.1.1.C.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,160.1,23.8,lognormal,176.5,0.15,normal,200.4,21.8,normal,217.1,19.7
-M.LRM.1.spm.1.1.C.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,164.4,23.4,normal,171.7,19.4,normal,177.0,17.6,normal,190.5,18.6
-M.LRM.1.spm.1.1.C.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,19.1,lognormal,146.9,0.13,normal,151.0,17.0,lognormal,163.5,0.13
-M.LRM.1.spm.1.1.C.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,20.3,normal,140.8,17.1,lognormal,146.8,0.12,normal,160.1,18.1
-M.LRM.1.spm.1.1.C.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,149.6,20.8,normal,155.8,17.7,normal,160.9,17.1,lognormal,175.6,0.12
-M.LRM.1.spm.1.1.C.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,160.4,23.2,normal,166.7,18.4,lognormal,172.4,0.11,lognormal,185.6,0.11
-M.LRM.1.spm.1.1.D.ows.null.null.god.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.1,lognormal,151.3,0.18,lognormal,175.3,0.16,lognormal,175.4,0.17
-M.LRM.1.spm.1.1.D.ows.null.null.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,19.9,lognormal,132.4,0.17,lognormal,156.1,0.18,normal,249.4,21.6
-M.LRM.1.spm.1.1.D.ows.null.null.god.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,18.7,lognormal,122.8,0.17,lognormal,143.4,0.18,normal,224.9,22.2
-M.LRM.1.spm.1.1.D.ows.null.null.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.3,0.19,lognormal,140.3,0.17,lognormal,164.7,0.18,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.D.ows.null.null.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,22.3,lognormal,147.4,0.17,lognormal,172.6,0.17,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.D.ows.null.null.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,169.3,26.4,lognormal,186.7,0.17,normal,215.0,27.0,lognormal,217.1,0.15
-M.LRM.1.spm.1.1.D.ows.null.null.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,24.5,lognormal,163.3,0.17,normal,193.2,26.0,lognormal,250.0,0.08
-M.LRM.1.spm.1.1.D.ows.null.null.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.18,lognormal,152.2,0.17,normal,179.1,24.8,normal,218.8,18.4
-M.LRM.1.spm.1.1.D.ows.null.null.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,26.2,lognormal,173.7,0.17,normal,202.0,26.2,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.D.ows.null.null.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,166.3,0.19,lognormal,179.8,0.16,normal,209.7,25.7,normal,209.8,25.8
-M.LRM.1.spm.1.1.D.ows.null.null.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,22.1,lognormal,150.6,0.17,lognormal,175.8,0.17,lognormal,175.9,0.18
-M.LRM.1.spm.1.1.D.ows.null.null.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,20.0,lognormal,132.6,0.17,lognormal,154.6,0.17,lognormal,250.0,0.11
-M.LRM.1.spm.1.1.D.ows.null.null.por.std.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,18.8,lognormal,122.9,0.17,lognormal,143.9,0.18,normal,212.7,17.1
-M.LRM.1.spm.1.1.D.ows.null.null.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,21.0,lognormal,140.4,0.18,lognormal,163.2,0.17,normal,250.0,20.0
-M.LRM.1.spm.1.1.D.ows.null.null.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,21.7,lognormal,147.4,0.17,lognormal,172.4,0.18,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.D.ows.null.null.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.6,0.17,lognormal,154.5,0.15,lognormal,172.0,0.15,normal,213.1,17.8
-M.LRM.1.spm.1.1.D.ows.null.null.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,18.5,normal,136.6,16.8,normal,151.2,17.1,normal,175.1,14.1
-M.LRM.1.spm.1.1.D.ows.null.null.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,16.5,normal,125.9,14.3,normal,138.3,14.8,lognormal,158.4,0.1
-M.LRM.1.spm.1.1.D.ows.null.null.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,20.4,lognormal,144.0,0.14,normal,159.7,20.0,normal,190.4,14.9
-M.LRM.1.spm.1.1.D.ows.null.null.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,20.9,lognormal,152.1,0.15,lognormal,168.1,0.14,lognormal,205.9,0.09
-M.LRM.1.spm.1.1.D.trs.6d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,23.1,lognormal,149.1,0.16,lognormal,172.8,0.16,normal,248.1,24.9
-M.LRM.1.spm.1.1.D.trs.6d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,20.0,lognormal,130.2,0.16,lognormal,150.4,0.15,normal,212.4,18.1
-M.LRM.1.spm.1.1.D.trs.6d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.0,lognormal,121.3,0.17,normal,139.3,19.5,lognormal,194.6,0.09
-M.LRM.1.spm.1.1.D.trs.6d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,21.0,lognormal,138.8,0.17,lognormal,158.7,0.15,lognormal,230.1,0.11
-M.LRM.1.spm.1.1.D.trs.6d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,22.0,lognormal,145.3,0.16,lognormal,168.2,0.16,lognormal,250.0,0.13
-M.LRM.1.spm.1.1.D.trs.6d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,22.0,lognormal,149.4,0.17,lognormal,169.3,0.15,lognormal,195.2,0.11
-M.LRM.1.spm.1.1.D.trs.6d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,20.0,lognormal,130.2,0.16,lognormal,148.1,0.14,lognormal,173.6,0.12
-M.LRM.1.spm.1.1.D.trs.6d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,18.8,lognormal,121.2,0.16,normal,136.9,17.8,lognormal,162.5,0.13
-M.LRM.1.spm.1.1.D.trs.6d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,21.1,lognormal,137.8,0.16,normal,155.7,19.6,lognormal,184.5,0.12
-M.LRM.1.spm.1.1.D.trs.6d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,22.1,lognormal,145.7,0.16,lognormal,164.1,0.14,lognormal,189.7,0.11
-M.LRM.1.spm.1.1.D.trs.6s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,168.0,25.1,lognormal,184.9,0.17,normal,212.3,24.1,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.D.trs.6s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.2,24.0,lognormal,163.9,0.17,normal,191.6,25.6,normal,231.5,17.6
-M.LRM.1.spm.1.1.D.trs.6s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,22.7,lognormal,151.0,0.16,normal,178.1,23.9,normal,206.6,16.5
-M.LRM.1.spm.1.1.D.trs.6s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.5,25.4,normal,170.1,23.7,lognormal,203.2,0.15,normal,237.6,15.2
-M.LRM.1.spm.1.1.D.trs.6s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.0,25.7,lognormal,179.0,0.15,normal,208.2,25.0,lognormal,250.0,0.06
-M.LRM.1.spm.1.1.D.trs.6s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,167.3,24.4,lognormal,175.1,0.13,lognormal,183.1,0.12,normal,194.4,18.9
-M.LRM.1.spm.1.1.D.trs.6s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.8,22.4,lognormal,154.8,0.14,lognormal,162.1,0.12,lognormal,175.7,0.12
-M.LRM.1.spm.1.1.D.trs.6s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.0,20.6,lognormal,143.2,0.13,lognormal,149.7,0.12,lognormal,163.8,0.13
-M.LRM.1.spm.1.1.D.trs.6s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.8,23.4,normal,161.4,18.7,lognormal,169.2,0.11,lognormal,183.7,0.12
-M.LRM.1.spm.1.1.D.trs.6s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.9,23.5,normal,169.3,19.3,lognormal,177.6,0.12,lognormal,193.8,0.13
-M.LRM.1.spm.1.1.D.trs.8d.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.1,0.19,lognormal,150.7,0.17,lognormal,176.6,0.18,lognormal,250.0,0.08
-M.LRM.1.spm.1.1.D.trs.8d.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,20.2,lognormal,132.4,0.17,lognormal,154.6,0.17,normal,230.6,19.0
-M.LRM.1.spm.1.1.D.trs.8d.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,19.1,lognormal,122.9,0.18,lognormal,144.1,0.18,normal,206.2,17.4
-M.LRM.1.spm.1.1.D.trs.8d.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,20.9,lognormal,139.5,0.17,lognormal,164.1,0.18,normal,248.7,23.2
-M.LRM.1.spm.1.1.D.trs.8d.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,22.1,lognormal,148.0,0.18,lognormal,172.2,0.18,normal,250.0,20.0
-M.LRM.1.spm.1.1.D.trs.8d.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,22.8,lognormal,149.9,0.16,lognormal,169.5,0.15,normal,196.6,19.9
-M.LRM.1.spm.1.1.D.trs.8d.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.19,lognormal,132.6,0.17,lognormal,150.4,0.15,lognormal,175.4,0.12
-M.LRM.1.spm.1.1.D.trs.8d.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.8,0.19,lognormal,122.9,0.18,normal,138.4,18.4,lognormal,163.2,0.12
-M.LRM.1.spm.1.1.D.trs.8d.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,21.1,lognormal,139.4,0.17,normal,156.5,20.2,lognormal,183.2,0.12
-M.LRM.1.spm.1.1.D.trs.8d.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,21.0,lognormal,146.6,0.17,normal,165.5,21.7,lognormal,193.3,0.12
-M.LRM.1.spm.1.1.D.trs.8s.strap.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,168.1,25.0,lognormal,185.8,0.17,normal,211.7,23.5,lognormal,250.0,0.07
-M.LRM.1.spm.1.1.D.trs.8s.strap.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,23.4,lognormal,163.3,0.16,lognormal,193.5,0.15,lognormal,236.9,0.11
-M.LRM.1.spm.1.1.D.trs.8s.strap.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.18,lognormal,151.1,0.17,normal,179.1,24.9,normal,206.3,16.3
-M.LRM.1.spm.1.1.D.trs.8s.strap.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.7,26.0,lognormal,171.5,0.16,normal,201.4,25.8,normal,249.3,21.8
-M.LRM.1.spm.1.1.D.trs.8s.strap.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.3,26.9,lognormal,180.6,0.16,lognormal,209.4,0.14,normal,250.3,19.3
-M.LRM.1.spm.1.1.D.trs.8s.tnail.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,166.9,24.2,lognormal,174.7,0.13,lognormal,183.3,0.12,lognormal,195.7,0.11
-M.LRM.1.spm.1.1.D.trs.8s.tnail.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,22.3,lognormal,154.5,0.14,lognormal,161.1,0.12,lognormal,174.7,0.12
-M.LRM.1.spm.1.1.D.trs.8s.tnail.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,20.9,lognormal,143.3,0.13,lognormal,150.2,0.13,lognormal,163.7,0.13
-M.LRM.1.spm.1.1.D.trs.8s.tnail.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.3,23.7,normal,161.8,19.0,lognormal,169.1,0.11,lognormal,183.1,0.12
-M.LRM.1.spm.1.1.D.trs.8s.tnail.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,161.4,22.9,lognormal,169.5,0.12,lognormal,178.1,0.12,lognormal,193.7,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,17.2,normal,130.7,15.1,lognormal,142.9,0.12,lognormal,163.5,0.11
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,14.5,lognormal,111.0,0.14,lognormal,121.5,0.13,lognormal,136.1,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,14.5,lognormal,110.1,0.14,lognormal,118.8,0.12,normal,131.6,14.8
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,15.7,lognormal,118.2,0.13,lognormal,129.1,0.12,lognormal,146.6,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,16.2,normal,126.0,14.6,lognormal,137.1,0.11,lognormal,157.9,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,17.6,normal,130.4,14.8,lognormal,143.1,0.12,lognormal,163.3,0.11
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,14.6,lognormal,110.7,0.14,lognormal,120.9,0.13,lognormal,135.8,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,14.7,lognormal,109.5,0.13,lognormal,118.8,0.13,normal,131.5,14.9
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,15.5,lognormal,118.9,0.13,lognormal,129.1,0.12,lognormal,147.1,0.14
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,16.2,normal,125.7,14.1,lognormal,136.8,0.11,lognormal,157.3,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,17.2,lognormal,130.6,0.13,lognormal,143.8,0.12,normal,161.4,15.8
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,14.6,lognormal,110.9,0.14,lognormal,120.9,0.13,lognormal,135.2,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,14.9,lognormal,109.0,0.13,lognormal,117.0,0.13,lognormal,130.4,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,15.6,lognormal,118.3,0.13,normal,129.2,14.9,lognormal,145.8,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,16.4,normal,125.4,14.3,normal,136.2,14.2,lognormal,157.1,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,18.0,lognormal,139.3,0.13,lognormal,149.8,0.12,lognormal,163.4,0.11
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.3,0.18,lognormal,117.2,0.18,lognormal,124.4,0.14,lognormal,135.4,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.9,0.17,lognormal,116.8,0.14,lognormal,123.7,0.13,lognormal,132.8,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.18,lognormal,125.1,0.15,lognormal,133.4,0.13,lognormal,146.3,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.5,0.16,lognormal,134.1,0.14,lognormal,143.7,0.13,lognormal,157.7,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,17.7,lognormal,139.0,0.13,lognormal,149.1,0.12,lognormal,164.5,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.6,0.18,lognormal,117.1,0.17,lognormal,124.5,0.14,lognormal,135.7,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.0,0.17,lognormal,117.7,0.15,normal,123.8,15.4,normal,131.7,14.5
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.18,lognormal,124.7,0.15,lognormal,133.8,0.13,lognormal,146.3,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.4,0.16,lognormal,134.2,0.14,lognormal,143.6,0.12,lognormal,157.6,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.3,lognormal,138.7,0.13,lognormal,148.6,0.12,lognormal,162.7,0.11
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.6,0.19,lognormal,116.9,0.17,lognormal,124.9,0.15,lognormal,134.9,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.0,0.18,lognormal,115.6,0.14,lognormal,121.9,0.14,lognormal,130.5,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.7,0.17,lognormal,124.1,0.15,lognormal,133.3,0.13,lognormal,145.9,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,17.8,lognormal,133.3,0.13,lognormal,142.9,0.13,normal,156.1,16.6
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,17.1,lognormal,130.1,0.12,lognormal,142.8,0.12,lognormal,164.4,0.11
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,14.5,lognormal,110.8,0.14,lognormal,121.3,0.13,lognormal,136.3,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,14.6,lognormal,110.0,0.14,lognormal,118.9,0.13,lognormal,131.2,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,15.6,lognormal,118.5,0.13,lognormal,128.7,0.12,lognormal,147.2,0.14
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,16.2,normal,125.7,14.5,lognormal,137.7,0.12,lognormal,157.0,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,17.3,normal,129.1,14.8,normal,141.2,14.7,lognormal,163.2,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,14.6,lognormal,110.0,0.14,lognormal,120.3,0.13,lognormal,135.0,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,14.6,lognormal,107.8,0.13,lognormal,116.4,0.12,normal,130.3,14.9
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.2,15.4,normal,116.4,13.4,lognormal,128.0,0.12,lognormal,145.6,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,16.2,normal,124.2,14.3,lognormal,135.5,0.11,lognormal,155.8,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,17.0,normal,128.5,14.8,lognormal,140.9,0.12,normal,160.2,14.9
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,14.3,lognormal,109.6,0.14,lognormal,120.1,0.13,lognormal,134.7,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,14.4,lognormal,106.8,0.13,lognormal,115.2,0.13,normal,128.9,15.1
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.2,15.2,normal,115.9,13.2,lognormal,128.1,0.13,lognormal,144.1,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,16.3,lognormal,124.1,0.12,lognormal,135.6,0.12,normal,155.4,16.6
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,17.7,lognormal,139.0,0.13,lognormal,149.1,0.12,lognormal,164.5,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.6,0.18,lognormal,117.1,0.17,lognormal,124.5,0.14,lognormal,135.7,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.0,0.17,lognormal,117.7,0.15,normal,123.8,15.4,normal,131.7,14.5
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.18,lognormal,124.7,0.15,lognormal,133.8,0.13,lognormal,146.3,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.4,0.16,lognormal,134.2,0.14,lognormal,143.6,0.12,lognormal,157.6,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.3,lognormal,138.7,0.13,lognormal,148.6,0.12,lognormal,162.7,0.11
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.6,0.19,lognormal,116.9,0.17,lognormal,124.9,0.15,lognormal,134.9,0.12
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.0,0.18,lognormal,115.6,0.14,lognormal,121.9,0.14,lognormal,130.5,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.7,0.17,lognormal,124.1,0.15,lognormal,133.3,0.13,lognormal,145.9,0.13
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,17.8,lognormal,133.3,0.13,lognormal,142.9,0.13,normal,156.1,16.6
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,174.2,26.7,normal,195.4,25.4,normal,228.6,25.8,normal,250.1,19.8
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.2,22.9,lognormal,167.6,0.14,normal,196.8,23.8,normal,214.5,19.7
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,23.6,lognormal,161.0,0.15,lognormal,183.5,0.13,normal,200.7,18.2
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,159.5,24.8,lognormal,178.5,0.14,lognormal,207.8,0.13,normal,246.8,28.4
-M.LRM.2.bur.0.0.A.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.3,25.0,lognormal,189.6,0.14,normal,217.6,23.2,normal,248.7,23.3
-M.LRM.2.bur.0.0.A.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,17.2,normal,127.1,13.5,lognormal,140.4,0.11,normal,161.1,15.4
-M.LRM.2.bur.0.0.A.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,14.6,lognormal,109.2,0.13,lognormal,120.4,0.13,lognormal,135.1,0.13
-M.LRM.2.bur.0.0.A.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,14.4,lognormal,107.0,0.13,lognormal,116.5,0.12,lognormal,127.9,0.12
-M.LRM.2.bur.0.0.A.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.2,15.2,lognormal,116.2,0.12,lognormal,128.0,0.12,lognormal,144.8,0.13
-M.LRM.2.bur.0.0.A.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,16.0,lognormal,123.9,0.12,lognormal,135.7,0.11,normal,155.8,16.8
-M.LRM.2.bur.0.0.A.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,16.6,normal,125.9,13.8,lognormal,132.5,0.11,lognormal,140.3,0.12
-M.LRM.2.bur.0.0.A.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.3,14.4,lognormal,108.1,0.14,lognormal,112.9,0.15,lognormal,118.6,0.16
-M.LRM.2.bur.0.0.A.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,14.4,lognormal,105.3,0.13,lognormal,110.5,0.15,lognormal,116.6,0.14
-M.LRM.2.bur.0.0.A.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,15.7,lognormal,114.9,0.13,lognormal,120.5,0.14,lognormal,127.5,0.15
-M.LRM.2.bur.0.0.A.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,16.2,lognormal,122.2,0.12,lognormal,128.3,0.12,lognormal,135.0,0.13
-M.LRM.2.bur.0.0.A.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.7,lognormal,139.0,0.13,lognormal,149.4,0.12,normal,161.2,15.8
-M.LRM.2.bur.0.0.A.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.7,0.19,lognormal,117.2,0.17,lognormal,124.1,0.13,lognormal,134.4,0.13
-M.LRM.2.bur.0.0.A.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.1,0.17,lognormal,116.8,0.14,lognormal,122.6,0.13,lognormal,128.3,0.12
-M.LRM.2.bur.0.0.A.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.6,0.17,lognormal,125.2,0.16,lognormal,134.3,0.13,lognormal,145.6,0.13
-M.LRM.2.bur.0.0.A.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.7,0.16,lognormal,133.6,0.14,lognormal,143.6,0.13,lognormal,155.7,0.12
-M.LRM.2.bur.0.0.A.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,17.2,lognormal,134.1,0.12,lognormal,135.2,0.12,lognormal,140.9,0.12
-M.LRM.2.bur.0.0.A.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.3,0.18,lognormal,113.4,0.16,lognormal,114.4,0.16,lognormal,118.9,0.16
-M.LRM.2.bur.0.0.A.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.7,0.16,lognormal,111.4,0.15,lognormal,111.8,0.15,lognormal,116.4,0.14
-M.LRM.2.bur.0.0.A.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.7,0.17,lognormal,121.5,0.15,lognormal,123.1,0.15,lognormal,127.5,0.15
-M.LRM.2.bur.0.0.A.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.1,lognormal,128.8,0.13,lognormal,129.7,0.13,lognormal,135.1,0.13
-M.LRM.2.bur.0.0.A.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,17.3,normal,130.4,14.8,lognormal,143.4,0.12,lognormal,161.5,0.1
-M.LRM.2.bur.0.0.A.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,14.7,lognormal,110.7,0.14,lognormal,120.9,0.13,lognormal,134.9,0.13
-M.LRM.2.bur.0.0.A.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,14.7,lognormal,109.7,0.14,lognormal,118.8,0.13,lognormal,128.2,0.12
-M.LRM.2.bur.0.0.A.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,15.7,lognormal,118.6,0.13,lognormal,129.2,0.12,lognormal,145.5,0.13
-M.LRM.2.bur.0.0.A.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,16.1,lognormal,126.0,0.13,lognormal,137.9,0.12,lognormal,156.4,0.12
-M.LRM.2.bur.0.0.A.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,17.6,lognormal,128.5,0.13,lognormal,133.0,0.12,lognormal,140.0,0.12
-M.LRM.2.bur.0.0.A.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,14.3,lognormal,109.0,0.14,lognormal,113.2,0.16,lognormal,118.8,0.16
-M.LRM.2.bur.0.0.A.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,14.6,lognormal,106.6,0.14,lognormal,110.1,0.14,lognormal,115.7,0.13
-M.LRM.2.bur.0.0.A.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,15.7,lognormal,116.2,0.13,lognormal,120.8,0.14,lognormal,127.4,0.15
-M.LRM.2.bur.0.0.A.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.2,normal,123.7,14.4,lognormal,128.4,0.12,lognormal,135.1,0.13
-M.LRM.2.bur.0.0.A.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.2,lognormal,139.0,0.13,lognormal,149.3,0.12,normal,161.3,15.8
-M.LRM.2.bur.0.0.A.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.3,0.18,lognormal,117.3,0.18,lognormal,125.1,0.15,lognormal,135.3,0.13
-M.LRM.2.bur.0.0.A.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.9,0.17,lognormal,116.7,0.14,lognormal,122.7,0.13,normal,128.1,13.8
-M.LRM.2.bur.0.0.A.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.18,lognormal,125.5,0.15,lognormal,133.9,0.13,lognormal,145.4,0.13
-M.LRM.2.bur.0.0.A.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.9,0.16,lognormal,134.1,0.14,lognormal,143.2,0.13,normal,155.2,16.5
-M.LRM.2.bur.0.0.A.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,16.9,lognormal,133.6,0.12,lognormal,134.8,0.12,lognormal,140.5,0.12
-M.LRM.2.bur.0.0.A.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.1,0.18,lognormal,113.4,0.17,lognormal,114.4,0.16,lognormal,119.0,0.16
-M.LRM.2.bur.0.0.A.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.7,0.16,lognormal,111.3,0.15,lognormal,111.8,0.15,lognormal,116.2,0.14
-M.LRM.2.bur.0.0.A.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.6,0.17,lognormal,121.3,0.15,lognormal,123.0,0.15,lognormal,127.6,0.15
-M.LRM.2.bur.0.0.A.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,16.8,lognormal,128.8,0.13,lognormal,129.9,0.13,lognormal,135.0,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,18.5,normal,133.7,16.6,lognormal,147.6,0.14,lognormal,170.9,0.12
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,15.7,lognormal,115.9,0.15,lognormal,126.1,0.13,lognormal,142.4,0.14
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,15.4,lognormal,112.0,0.14,normal,120.5,14.0,lognormal,132.9,0.11
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.7,lognormal,122.4,0.14,lognormal,133.0,0.13,lognormal,154.1,0.14
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,17.9,lognormal,129.8,0.14,normal,140.7,16.2,lognormal,164.4,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,18.1,lognormal,134.1,0.14,lognormal,146.5,0.13,lognormal,171.2,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.1,16.0,lognormal,115.7,0.15,lognormal,125.3,0.13,lognormal,141.5,0.14
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,15.8,normal,111.6,13.8,lognormal,120.3,0.13,normal,133.4,14.4
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.6,lognormal,122.9,0.14,lognormal,133.3,0.13,lognormal,152.7,0.14
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,17.8,lognormal,129.1,0.13,lognormal,141.0,0.12,lognormal,163.1,0.12
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,18.7,lognormal,133.6,0.13,normal,145.3,16.7,lognormal,166.1,0.12
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.1,15.7,lognormal,115.6,0.15,lognormal,124.9,0.13,lognormal,139.1,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.9,15.7,lognormal,111.5,0.14,lognormal,119.8,0.13,lognormal,130.3,0.12
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,16.3,lognormal,122.4,0.14,lognormal,132.8,0.12,lognormal,150.0,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,17.8,lognormal,129.2,0.13,lognormal,140.0,0.12,lognormal,160.6,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.17,lognormal,149.0,0.15,lognormal,156.6,0.13,lognormal,170.0,0.12
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.2,lognormal,125.9,0.18,lognormal,132.3,0.15,lognormal,141.4,0.14
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,17.3,lognormal,121.4,0.14,normal,125.5,13.8,normal,133.4,14.1
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.18,lognormal,133.6,0.17,lognormal,140.8,0.14,lognormal,152.8,0.14
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.7,0.17,lognormal,143.1,0.15,lognormal,151.2,0.14,normal,164.2,19.0
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,19.7,lognormal,147.8,0.15,lognormal,156.9,0.13,lognormal,171.1,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.5,0.2,lognormal,125.9,0.18,lognormal,131.9,0.15,lognormal,142.5,0.15
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,17.4,lognormal,121.8,0.15,normal,125.7,14.1,normal,133.3,14.1
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.18,lognormal,133.9,0.17,lognormal,140.7,0.14,lognormal,153.6,0.14
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.0,0.17,lognormal,142.8,0.15,lognormal,150.8,0.14,lognormal,164.0,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,20.5,lognormal,145.9,0.14,lognormal,154.6,0.13,lognormal,167.9,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.19,lognormal,124.9,0.18,lognormal,130.4,0.15,lognormal,138.7,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,17.1,lognormal,119.8,0.14,normal,123.4,14.3,normal,129.4,13.9
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.3,0.19,lognormal,133.0,0.16,lognormal,139.0,0.14,lognormal,150.0,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.8,0.17,lognormal,141.2,0.15,lognormal,149.7,0.14,normal,160.9,18.3
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,18.7,normal,133.6,16.5,lognormal,146.2,0.13,lognormal,170.8,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,15.6,lognormal,115.5,0.15,lognormal,125.6,0.14,lognormal,141.4,0.14
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,15.2,lognormal,112.1,0.14,lognormal,121.0,0.13,normal,133.6,14.2
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,16.6,lognormal,123.0,0.15,lognormal,133.1,0.13,lognormal,153.3,0.14
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,18.0,normal,129.2,15.9,lognormal,142.5,0.13,lognormal,164.0,0.12
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,18.3,normal,131.6,16.0,lognormal,144.4,0.12,lognormal,167.9,0.12
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,15.6,lognormal,114.1,0.14,lognormal,124.3,0.13,lognormal,140.9,0.14
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,15.8,normal,110.1,13.7,lognormal,118.4,0.12,normal,132.1,13.8
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,15.9,lognormal,121.1,0.14,lognormal,131.6,0.12,lognormal,150.9,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,17.3,lognormal,127.5,0.13,lognormal,139.5,0.12,lognormal,161.5,0.12
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,18.3,normal,130.6,15.4,lognormal,143.5,0.12,lognormal,164.5,0.11
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,15.7,lognormal,113.5,0.14,lognormal,123.5,0.13,lognormal,138.4,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,15.5,lognormal,109.7,0.14,lognormal,117.6,0.13,lognormal,129.4,0.12
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,16.4,lognormal,120.8,0.14,lognormal,131.0,0.12,lognormal,148.9,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,17.2,normal,126.4,14.6,lognormal,138.8,0.12,normal,158.9,17.4
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,19.7,lognormal,147.8,0.15,lognormal,156.9,0.13,lognormal,171.1,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.5,0.2,lognormal,125.9,0.18,lognormal,131.9,0.15,lognormal,142.5,0.15
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,17.4,lognormal,121.8,0.15,normal,125.7,14.1,normal,133.3,14.1
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.18,lognormal,133.9,0.17,lognormal,140.7,0.14,lognormal,153.6,0.14
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.0,0.17,lognormal,142.8,0.15,lognormal,150.8,0.14,lognormal,164.0,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,20.5,lognormal,145.9,0.14,lognormal,154.6,0.13,lognormal,167.9,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.19,lognormal,124.9,0.18,lognormal,130.4,0.15,lognormal,138.7,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,17.1,lognormal,119.8,0.14,normal,123.4,14.3,normal,129.4,13.9
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.3,0.19,lognormal,133.0,0.16,lognormal,139.0,0.14,lognormal,150.0,0.13
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.8,0.17,lognormal,141.2,0.15,lognormal,149.7,0.14,normal,160.9,18.3
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.8,26.1,normal,195.1,26.5,normal,221.8,23.6,normal,249.6,21.0
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,22.0,lognormal,167.2,0.15,lognormal,192.0,0.13,normal,214.5,23.5
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.9,lognormal,160.6,0.15,normal,181.0,19.6,normal,200.8,19.9
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,24.3,lognormal,177.8,0.15,normal,207.8,23.9,normal,228.9,22.1
-M.LRM.2.bur.0.0.B.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,167.9,25.8,lognormal,187.2,0.14,normal,218.1,23.4,normal,248.2,24.5
-M.LRM.2.bur.0.0.B.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,18.1,lognormal,130.5,0.13,lognormal,144.0,0.12,lognormal,165.4,0.11
-M.LRM.2.bur.0.0.B.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,15.3,lognormal,113.3,0.14,lognormal,124.4,0.13,lognormal,138.9,0.13
-M.LRM.2.bur.0.0.B.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.4,15.4,normal,109.3,13.6,lognormal,118.6,0.12,lognormal,129.8,0.11
-M.LRM.2.bur.0.0.B.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,16.4,lognormal,120.1,0.14,lognormal,131.9,0.12,lognormal,150.1,0.13
-M.LRM.2.bur.0.0.B.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,17.5,lognormal,126.5,0.13,normal,138.9,15.1,lognormal,160.8,0.12
-M.LRM.2.bur.0.0.B.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,17.8,lognormal,129.3,0.13,lognormal,137.7,0.12,lognormal,147.7,0.13
-M.LRM.2.bur.0.0.B.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,15.4,lognormal,111.9,0.14,lognormal,118.8,0.15,lognormal,125.8,0.16
-M.LRM.2.bur.0.0.B.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.4,15.4,lognormal,107.8,0.14,normal,113.4,14.1,normal,119.8,14.1
-M.LRM.2.bur.0.0.B.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,16.1,lognormal,118.9,0.14,lognormal,126.1,0.14,lognormal,133.9,0.14
-M.LRM.2.bur.0.0.B.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,16.9,normal,125.1,14.5,lognormal,132.8,0.12,lognormal,142.9,0.14
-M.LRM.2.bur.0.0.B.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,19.6,lognormal,147.9,0.15,lognormal,155.8,0.13,normal,165.8,16.1
-M.LRM.2.bur.0.0.B.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.1,0.19,lognormal,125.4,0.18,lognormal,130.9,0.14,lognormal,138.5,0.13
-M.LRM.2.bur.0.0.B.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,17.1,lognormal,121.1,0.14,normal,124.5,13.5,normal,129.6,12.8
-M.LRM.2.bur.0.0.B.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.18,lognormal,134.2,0.17,lognormal,140.7,0.14,lognormal,149.8,0.13
-M.LRM.2.bur.0.0.B.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.7,0.17,lognormal,142.8,0.16,lognormal,150.4,0.14,lognormal,160.1,0.12
-M.LRM.2.bur.0.0.B.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,18.3,lognormal,139.0,0.12,lognormal,140.2,0.12,lognormal,146.5,0.12
-M.LRM.2.bur.0.0.B.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.4,0.19,lognormal,120.3,0.17,lognormal,121.2,0.16,lognormal,126.0,0.16
-M.LRM.2.bur.0.0.B.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,16.1,lognormal,115.4,0.14,lognormal,116.0,0.14,lognormal,120.1,0.13
-M.LRM.2.bur.0.0.B.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,19.2,lognormal,127.2,0.15,lognormal,128.3,0.14,lognormal,133.7,0.14
-M.LRM.2.bur.0.0.B.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,18.1,lognormal,134.4,0.13,lognormal,135.3,0.12,lognormal,141.9,0.13
-M.LRM.2.bur.0.0.B.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,18.6,lognormal,134.2,0.14,lognormal,147.5,0.13,lognormal,166.7,0.11
-M.LRM.2.bur.0.0.B.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,15.6,lognormal,115.6,0.15,lognormal,125.5,0.13,lognormal,138.8,0.13
-M.LRM.2.bur.0.0.B.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,15.5,normal,111.5,13.8,lognormal,119.7,0.12,lognormal,129.3,0.11
-M.LRM.2.bur.0.0.B.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,16.4,lognormal,123.1,0.14,lognormal,134.1,0.13,lognormal,149.4,0.12
-M.LRM.2.bur.0.0.B.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,17.8,lognormal,129.6,0.14,lognormal,141.5,0.13,lognormal,159.6,0.11
-M.LRM.2.bur.0.0.B.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,17.8,normal,130.9,15.3,lognormal,136.8,0.12,lognormal,147.7,0.13
-M.LRM.2.bur.0.0.B.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.1,15.8,lognormal,113.7,0.15,lognormal,118.8,0.15,lognormal,125.9,0.16
-M.LRM.2.bur.0.0.B.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,15.8,lognormal,110.1,0.14,lognormal,114.4,0.14,lognormal,120.3,0.13
-M.LRM.2.bur.0.0.B.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.7,lognormal,121.1,0.14,normal,125.8,15.4,lognormal,133.9,0.14
-M.LRM.2.bur.0.0.B.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,17.6,lognormal,127.2,0.13,lognormal,132.9,0.12,lognormal,142.1,0.13
-M.LRM.2.bur.0.0.B.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.8,0.17,lognormal,147.9,0.15,lognormal,156.2,0.13,lognormal,166.2,0.11
-M.LRM.2.bur.0.0.B.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.2,lognormal,125.9,0.18,lognormal,131.0,0.14,lognormal,138.7,0.13
-M.LRM.2.bur.0.0.B.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,17.5,lognormal,121.1,0.14,normal,124.6,13.5,normal,129.6,12.8
-M.LRM.2.bur.0.0.B.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.2,0.19,lognormal,134.3,0.17,lognormal,140.7,0.14,lognormal,149.8,0.13
-M.LRM.2.bur.0.0.B.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.4,0.17,lognormal,141.8,0.15,lognormal,150.0,0.13,lognormal,159.3,0.11
-M.LRM.2.bur.0.0.B.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,18.5,lognormal,138.9,0.12,lognormal,140.2,0.12,lognormal,146.5,0.12
-M.LRM.2.bur.0.0.B.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.4,0.19,lognormal,120.3,0.17,lognormal,121.2,0.16,lognormal,126.0,0.16
-M.LRM.2.bur.0.0.B.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,15.8,normal,115.4,14.3,normal,115.9,14.3,normal,119.8,13.9
-M.LRM.2.bur.0.0.B.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.17,lognormal,127.3,0.15,lognormal,128.4,0.14,lognormal,133.7,0.14
-M.LRM.2.bur.0.0.B.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,18.1,lognormal,134.4,0.13,lognormal,135.3,0.12,lognormal,141.9,0.13
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,19.0,normal,137.1,17.9,lognormal,150.9,0.14,normal,176.6,17.8
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,16.7,normal,121.2,15.8,normal,130.6,15.0,lognormal,147.5,0.12
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,16.5,normal,114.5,14.7,lognormal,122.8,0.13,lognormal,134.4,0.11
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.5,normal,127.7,17.0,lognormal,138.4,0.13,normal,158.8,16.7
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.1,normal,134.4,18.3,normal,146.3,18.2,normal,169.9,17.6
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,19.2,lognormal,137.8,0.15,lognormal,152.0,0.15,lognormal,178.6,0.12
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,16.9,lognormal,120.7,0.14,normal,130.7,15.6,lognormal,148.0,0.12
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.5,normal,114.6,14.6,lognormal,122.6,0.13,normal,134.1,13.2
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,17.4,normal,127.1,16.7,normal,138.0,16.4,lognormal,159.3,0.12
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.5,normal,134.0,17.8,lognormal,146.2,0.14,normal,169.8,17.9
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,19.8,normal,136.9,18.2,lognormal,149.3,0.14,normal,174.2,21.2
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,16.6,lognormal,120.4,0.14,normal,129.1,15.1,lognormal,144.1,0.12
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.4,normal,113.6,14.3,normal,120.6,13.9,normal,129.5,13.6
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.3,normal,126.7,16.2,lognormal,137.4,0.13,lognormal,156.8,0.13
-M.LRM.2.bur.0.0.C.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,19.3,normal,133.7,17.4,lognormal,144.9,0.13,normal,166.9,19.0
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,19.8,normal,154.6,17.6,normal,163.6,18.5,normal,177.0,18.2
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,17.5,normal,131.1,14.9,lognormal,137.6,0.12,lognormal,148.3,0.12
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,15.2,normal,124.3,12.9,normal,127.7,13.4,lognormal,134.9,0.11
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,17.7,lognormal,140.4,0.13,lognormal,148.0,0.12,normal,158.5,16.6
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,19.7,normal,149.5,16.9,normal,156.7,16.7,normal,170.1,18.1
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.5,19.5,normal,153.8,17.1,normal,162.9,18.2,lognormal,177.5,0.12
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,17.8,normal,131.2,14.7,lognormal,137.7,0.12,lognormal,147.9,0.12
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,15.5,normal,124.1,13.0,normal,127.1,13.1,normal,133.8,13.4
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,17.6,normal,140.2,16.0,normal,147.6,16.0,lognormal,158.1,0.11
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,18.8,lognormal,149.9,0.13,normal,157.1,17.5,lognormal,171.0,0.12
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,19.6,lognormal,152.6,0.12,lognormal,159.7,0.12,normal,173.7,21.4
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,17.1,lognormal,129.4,0.12,normal,134.5,14.7,lognormal,144.5,0.13
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,15.6,normal,123.3,13.5,normal,125.5,13.6,normal,129.7,13.9
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,18.3,lognormal,138.7,0.13,lognormal,144.9,0.13,normal,155.8,18.3
-M.LRM.2.bur.0.0.C.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,18.9,lognormal,148.0,0.13,lognormal,155.6,0.13,normal,166.8,19.8
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,19.6,normal,137.8,18.5,normal,151.2,19.7,normal,177.6,19.9
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,16.6,lognormal,121.3,0.14,normal,130.4,14.8,lognormal,147.6,0.12
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.5,normal,114.4,14.7,normal,122.4,14.7,lognormal,135.1,0.11
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.5,lognormal,128.3,0.15,normal,138.5,16.6,normal,158.3,16.9
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.9,normal,133.8,17.6,lognormal,146.9,0.14,normal,171.0,18.6
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,19.1,lognormal,135.7,0.15,lognormal,148.6,0.14,lognormal,172.6,0.11
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,16.8,lognormal,118.8,0.14,lognormal,128.9,0.12,lognormal,145.5,0.11
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.1,normal,112.1,13.9,lognormal,120.6,0.12,normal,133.7,13.4
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,17.2,normal,125.1,15.9,normal,135.5,15.0,normal,156.5,16.3
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.3,normal,131.0,16.9,lognormal,143.6,0.13,normal,167.5,17.6
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,19.7,normal,134.8,17.3,lognormal,147.3,0.13,normal,168.8,18.1
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,16.6,lognormal,118.1,0.14,normal,126.5,13.9,normal,143.5,16.7
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.1,lognormal,112.0,0.14,lognormal,119.7,0.12,lognormal,129.1,0.11
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,17.4,lognormal,124.3,0.14,normal,134.7,15.5,lognormal,153.3,0.12
-M.LRM.2.bur.0.0.C.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,18.5,normal,130.8,16.9,normal,141.4,15.9,normal,163.4,18.2
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.5,19.5,normal,153.8,17.1,normal,162.9,18.2,lognormal,177.5,0.12
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,17.8,normal,131.2,14.7,lognormal,137.7,0.12,lognormal,147.9,0.12
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,15.5,normal,124.1,13.0,normal,127.1,13.1,normal,133.8,13.4
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,17.6,normal,140.2,16.0,normal,147.6,16.0,lognormal,158.1,0.11
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,18.8,lognormal,149.9,0.13,normal,157.1,17.5,lognormal,171.0,0.12
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,19.6,lognormal,152.6,0.12,lognormal,159.7,0.12,normal,173.7,21.4
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,17.1,lognormal,129.4,0.12,normal,134.5,14.7,lognormal,144.5,0.13
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,15.6,normal,123.3,13.5,normal,125.5,13.6,normal,129.7,13.9
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,18.3,lognormal,138.7,0.13,lognormal,144.9,0.13,normal,155.8,18.3
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,18.9,lognormal,148.0,0.13,lognormal,155.6,0.13,normal,166.8,19.8
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.7,25.9,lognormal,193.6,0.15,normal,219.6,20.7,normal,249.6,21.0
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.5,0.17,lognormal,163.6,0.14,lognormal,193.4,0.15,normal,214.2,22.6
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,22.3,lognormal,159.7,0.15,lognormal,180.8,0.12,lognormal,201.8,0.11
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,22.5,lognormal,175.3,0.14,normal,201.8,21.3,normal,220.4,17.7
-M.LRM.2.bur.0.0.C.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.8,24.9,lognormal,185.1,0.13,normal,213.2,21.2,normal,248.8,23.0
-M.LRM.2.bur.0.0.C.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,18.9,lognormal,133.4,0.15,lognormal,147.9,0.13,normal,171.0,16.9
-M.LRM.2.bur.0.0.C.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,16.4,lognormal,118.0,0.14,lognormal,128.5,0.12,lognormal,143.0,0.11
-M.LRM.2.bur.0.0.C.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,16.1,lognormal,111.6,0.14,normal,120.6,13.6,normal,130.7,12.5
-M.LRM.2.bur.0.0.C.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,17.5,lognormal,124.0,0.14,lognormal,135.6,0.12,lognormal,153.8,0.11
-M.LRM.2.bur.0.0.C.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,18.7,normal,130.2,16.9,lognormal,144.0,0.13,normal,164.5,15.2
-M.LRM.2.bur.0.0.C.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,18.7,normal,131.3,15.9,normal,140.7,14.9,lognormal,152.5,0.11
-M.LRM.2.bur.0.0.C.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,16.4,lognormal,115.7,0.13,lognormal,122.7,0.13,normal,129.6,13.6
-M.LRM.2.bur.0.0.C.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,16.3,normal,110.6,13.6,normal,116.8,12.3,lognormal,122.7,0.1
-M.LRM.2.bur.0.0.C.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,17.6,normal,122.1,14.9,normal,129.7,14.1,lognormal,138.5,0.11
-M.LRM.2.bur.0.0.C.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,18.9,normal,127.9,15.5,lognormal,136.6,0.12,lognormal,147.3,0.11
-M.LRM.2.bur.0.0.C.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,20.3,normal,154.6,17.8,normal,162.0,17.6,lognormal,173.0,0.11
-M.LRM.2.bur.0.0.C.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,17.5,normal,130.7,14.9,normal,136.4,14.5,lognormal,143.1,0.11
-M.LRM.2.bur.0.0.C.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,15.7,normal,123.9,12.9,normal,126.4,12.8,lognormal,130.7,0.1
-M.LRM.2.bur.0.0.C.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,17.7,lognormal,140.0,0.12,normal,146.5,15.6,normal,153.7,14.8
-M.LRM.2.bur.0.0.C.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,18.9,lognormal,149.4,0.13,normal,156.7,17.7,normal,164.1,15.7
-M.LRM.2.bur.0.0.C.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,18.0,lognormal,144.1,0.12,lognormal,145.0,0.11,normal,151.6,14.6
-M.LRM.2.bur.0.0.C.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,16.4,normal,124.6,14.6,normal,125.2,14.4,normal,130.1,13.7
-M.LRM.2.bur.0.0.C.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,14.6,normal,119.2,12.8,normal,119.7,12.7,normal,122.9,12.2
-M.LRM.2.bur.0.0.C.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.8,lognormal,132.6,0.12,lognormal,133.4,0.12,lognormal,139.0,0.11
-M.LRM.2.bur.0.0.C.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,16.8,normal,139.2,14.8,normal,140.1,14.8,lognormal,147.8,0.12
-M.LRM.2.bur.0.0.C.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,19.8,lognormal,137.9,0.15,lognormal,151.7,0.14,normal,170.9,16.1
-M.LRM.2.bur.0.0.C.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,16.6,lognormal,121.2,0.14,normal,130.0,14.8,lognormal,142.9,0.11
-M.LRM.2.bur.0.0.C.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.6,normal,114.3,14.6,normal,121.6,13.8,normal,130.7,12.7
-M.LRM.2.bur.0.0.C.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.7,lognormal,127.7,0.14,lognormal,138.9,0.13,normal,153.9,15.3
-M.LRM.2.bur.0.0.C.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,18.8,lognormal,134.4,0.15,lognormal,146.7,0.14,lognormal,164.7,0.11
-M.LRM.2.bur.0.0.C.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,19.5,normal,135.5,17.3,normal,141.3,15.1,lognormal,152.8,0.11
-M.LRM.2.bur.0.0.C.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,16.5,lognormal,118.0,0.13,lognormal,122.9,0.13,normal,129.9,13.8
-M.LRM.2.bur.0.0.C.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,16.2,normal,112.6,14.0,normal,117.0,12.7,normal,122.9,12.0
-M.LRM.2.bur.0.0.C.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.3,normal,124.5,15.4,lognormal,129.9,0.12,lognormal,138.6,0.11
-M.LRM.2.bur.0.0.C.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,19.0,normal,131.3,16.7,lognormal,137.6,0.12,lognormal,147.5,0.11
-M.LRM.2.bur.0.0.C.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.7,20.0,normal,154.9,17.7,normal,161.3,16.9,normal,171.1,16.8
-M.LRM.2.bur.0.0.C.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,18.0,normal,131.1,15.1,normal,135.9,14.1,lognormal,143.5,0.12
-M.LRM.2.bur.0.0.C.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,16.2,normal,124.1,13.1,normal,126.6,13.1,normal,130.8,12.7
-M.LRM.2.bur.0.0.C.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.7,normal,140.1,16.0,lognormal,147.2,0.12,normal,153.9,15.2
-M.LRM.2.bur.0.0.C.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,19.4,normal,149.5,17.1,normal,156.1,16.7,lognormal,164.5,0.1
-M.LRM.2.bur.0.0.C.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,18.0,lognormal,143.9,0.11,lognormal,144.6,0.11,normal,151.6,14.5
-M.LRM.2.bur.0.0.C.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,16.6,lognormal,124.8,0.13,normal,125.2,14.5,normal,130.3,13.8
-M.LRM.2.bur.0.0.C.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,14.6,normal,119.3,12.8,normal,119.7,12.7,normal,123.0,12.2
-M.LRM.2.bur.0.0.C.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,16.6,lognormal,131.9,0.12,lognormal,132.9,0.12,lognormal,138.8,0.11
-M.LRM.2.bur.0.0.C.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,16.7,lognormal,139.1,0.11,lognormal,139.8,0.11,lognormal,146.7,0.11
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.2,lognormal,139.3,0.16,normal,151.5,19.7,lognormal,184.1,0.13
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,18.1,normal,124.4,17.4,normal,133.7,16.5,normal,152.2,16.4
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,16.8,normal,115.0,15.1,lognormal,122.8,0.13,lognormal,135.5,0.11
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,19.1,normal,129.8,18.4,normal,140.6,17.2,normal,162.8,16.5
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,20.2,lognormal,135.6,0.16,lognormal,148.9,0.15,normal,175.8,19.5
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.3,lognormal,139.5,0.16,lognormal,153.3,0.15,normal,182.5,21.1
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.2,lognormal,123.9,0.15,lognormal,133.6,0.13,normal,151.4,15.5
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,16.7,normal,114.9,15.0,normal,122.4,14.1,lognormal,135.7,0.11
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,18.6,lognormal,129.7,0.15,normal,140.7,17.5,lognormal,162.9,0.11
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,20.1,lognormal,136.7,0.16,lognormal,148.3,0.14,normal,174.9,18.7
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,19.5,lognormal,138.2,0.15,lognormal,151.6,0.14,normal,176.4,22.2
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,18.0,lognormal,123.9,0.15,normal,132.7,16.0,lognormal,145.6,0.12
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,17.0,normal,114.8,14.9,lognormal,122.5,0.13,normal,130.4,13.5
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,19.1,normal,129.7,18.0,normal,140.3,17.2,normal,156.9,17.0
-M.LRM.2.bur.0.0.D.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,20.0,normal,135.5,18.4,lognormal,148.0,0.14,normal,168.8,18.7
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.2,22.5,normal,160.0,19.5,normal,166.3,19.2,normal,182.8,20.7
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,17.9,normal,138.0,15.1,normal,141.9,15.2,normal,151.1,15.9
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,15.5,normal,125.5,13.4,normal,128.6,13.8,lognormal,135.3,0.11
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,19.7,normal,146.7,16.6,lognormal,152.7,0.12,normal,163.1,17.3
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,21.7,lognormal,156.4,0.13,normal,162.4,18.4,normal,173.7,18.3
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.5,22.0,lognormal,159.1,0.13,normal,166.6,19.4,normal,182.6,20.3
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,17.8,normal,138.2,15.1,normal,142.6,15.2,lognormal,151.7,0.11
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,15.3,normal,125.7,13.5,normal,128.7,13.6,lognormal,135.6,0.11
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,19.8,normal,146.5,16.3,lognormal,152.8,0.12,normal,162.6,16.3
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.7,21.7,normal,155.7,19.3,normal,162.4,19.2,normal,175.5,19.4
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.4,22.9,normal,159.6,19.6,normal,165.2,18.5,normal,175.8,21.3
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.2,normal,136.4,14.3,lognormal,140.1,0.11,lognormal,145.4,0.12
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,15.5,normal,124.9,13.3,normal,126.9,13.3,normal,130.5,13.8
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,20.5,normal,147.5,17.4,normal,151.5,16.4,normal,156.9,16.7
-M.LRM.2.bur.0.0.D.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,23.0,normal,154.3,17.8,normal,160.5,17.8,normal,168.2,18.8
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.2,lognormal,138.9,0.16,lognormal,152.7,0.15,lognormal,183.3,0.13
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.1,lognormal,124.1,0.15,normal,133.8,16.4,normal,151.3,15.9
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,16.9,normal,114.9,14.7,normal,122.5,14.1,lognormal,135.3,0.11
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.6,lognormal,129.9,0.15,lognormal,141.7,0.14,normal,162.4,16.2
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,20.2,lognormal,136.3,0.16,lognormal,148.6,0.14,normal,176.0,19.3
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.2,lognormal,136.7,0.15,lognormal,150.6,0.14,normal,178.7,18.0
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.4,normal,121.6,16.6,normal,132.0,15.3,normal,149.9,14.4
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,16.6,lognormal,113.2,0.14,normal,121.3,13.8,normal,134.5,13.4
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,18.6,normal,127.6,17.9,normal,138.7,16.5,normal,160.4,15.6
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,20.0,lognormal,133.0,0.15,normal,146.0,18.0,normal,171.8,17.1
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.1,normal,134.9,17.8,lognormal,149.5,0.14,normal,173.7,20.1
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,17.8,lognormal,121.5,0.15,normal,131.3,15.2,lognormal,144.1,0.11
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,16.9,normal,113.4,14.7,lognormal,121.1,0.12,lognormal,129.8,0.11
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,19.0,normal,127.0,17.1,lognormal,138.5,0.13,normal,155.9,16.9
-M.LRM.2.bur.0.0.D.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,19.3,lognormal,132.7,0.15,lognormal,146.4,0.14,normal,166.9,18.3
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.5,22.0,lognormal,159.1,0.13,normal,166.6,19.4,normal,182.6,20.3
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,17.8,normal,138.2,15.1,normal,142.6,15.2,lognormal,151.7,0.11
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,15.3,normal,125.7,13.5,normal,128.7,13.6,lognormal,135.6,0.11
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,19.8,normal,146.5,16.3,lognormal,152.8,0.12,normal,162.6,16.3
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.7,21.7,normal,155.7,19.3,normal,162.4,19.2,normal,175.5,19.4
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.4,22.9,normal,159.6,19.6,normal,165.2,18.5,normal,175.8,21.3
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.2,normal,136.4,14.3,lognormal,140.1,0.11,lognormal,145.4,0.12
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,15.5,normal,124.9,13.3,normal,126.9,13.3,normal,130.5,13.8
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,20.5,normal,147.5,17.4,normal,151.5,16.4,normal,156.9,16.7
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,23.0,normal,154.3,17.8,normal,160.5,17.8,normal,168.2,18.8
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,177.2,0.18,lognormal,201.2,0.16,normal,222.6,21.0,lognormal,250.0,0.06
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,25.2,lognormal,176.9,0.16,lognormal,203.2,0.13,normal,232.2,22.6
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.5,0.18,lognormal,163.4,0.16,lognormal,182.9,0.12,normal,201.8,18.0
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,165.2,27.0,lognormal,184.6,0.16,normal,212.4,24.8,lognormal,250.0,0.11
-M.LRM.2.bur.0.0.D.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,173.4,27.7,lognormal,195.2,0.16,normal,221.1,25.3,lognormal,250.0,0.08
-M.LRM.2.bur.0.0.D.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.2,lognormal,134.5,0.15,lognormal,149.3,0.13,normal,175.9,17.5
-M.LRM.2.bur.0.0.D.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,18.1,lognormal,119.7,0.14,normal,131.0,15.0,lognormal,146.7,0.1
-M.LRM.2.bur.0.0.D.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,16.6,normal,111.8,14.4,normal,121.2,13.7,normal,131.6,12.7
-M.LRM.2.bur.0.0.D.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.0,lognormal,125.6,0.15,lognormal,139.0,0.13,normal,158.0,14.3
-M.LRM.2.bur.0.0.D.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,19.4,normal,130.9,17.2,lognormal,146.2,0.14,lognormal,169.6,0.1
-M.LRM.2.bur.0.0.D.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,19.1,lognormal,133.2,0.14,lognormal,144.6,0.13,lognormal,156.3,0.11
-M.LRM.2.bur.0.0.D.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,17.8,lognormal,119.4,0.14,normal,128.4,13.9,lognormal,135.8,0.1
-M.LRM.2.bur.0.0.D.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.3,normal,110.9,13.7,normal,118.5,12.7,normal,123.7,11.3
-M.LRM.2.bur.0.0.D.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,17.9,lognormal,124.7,0.14,normal,135.2,15.7,lognormal,144.5,0.11
-M.LRM.2.bur.0.0.D.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,19.2,lognormal,130.3,0.14,normal,141.2,16.3,normal,151.0,14.8
-M.LRM.2.bur.0.0.D.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.0,22.7,normal,160.4,19.8,normal,168.3,20.4,normal,179.7,19.9
-M.LRM.2.bur.0.0.D.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,17.8,normal,137.8,15.0,normal,141.5,14.8,lognormal,147.7,0.11
-M.LRM.2.bur.0.0.D.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,15.5,normal,125.3,13.3,normal,127.8,13.5,normal,131.5,12.4
-M.LRM.2.bur.0.0.D.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,19.7,lognormal,147.1,0.12,normal,151.1,16.0,normal,158.3,14.7
-M.LRM.2.bur.0.0.D.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.8,22.2,normal,155.3,18.4,normal,160.6,17.3,normal,169.7,16.4
-M.LRM.2.bur.0.0.D.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.4,18.5,lognormal,148.4,0.12,lognormal,149.5,0.12,lognormal,156.3,0.11
-M.LRM.2.bur.0.0.D.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,16.3,lognormal,131.4,0.11,lognormal,132.1,0.11,lognormal,135.7,0.1
-M.LRM.2.bur.0.0.D.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,14.2,lognormal,120.9,0.11,lognormal,121.5,0.11,normal,124.3,12.1
-M.LRM.2.bur.0.0.D.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,18.0,lognormal,138.5,0.12,normal,139.2,14.7,lognormal,144.5,0.11
-M.LRM.2.bur.0.0.D.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,18.3,lognormal,145.1,0.12,lognormal,146.1,0.12,lognormal,152.5,0.11
-M.LRM.2.bur.0.0.D.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.2,lognormal,139.4,0.16,lognormal,152.6,0.15,normal,178.1,18.7
-M.LRM.2.bur.0.0.D.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,18.5,lognormal,123.9,0.15,lognormal,133.4,0.13,normal,146.9,13.9
-M.LRM.2.bur.0.0.D.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,16.9,normal,115.1,14.9,lognormal,122.7,0.13,normal,131.4,12.4
-M.LRM.2.bur.0.0.D.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.5,lognormal,129.9,0.16,normal,140.1,16.9,normal,157.9,14.8
-M.LRM.2.bur.0.0.D.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,19.8,lognormal,135.8,0.16,normal,148.3,19.5,normal,170.8,17.3
-M.LRM.2.bur.0.0.D.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,19.7,lognormal,137.4,0.15,lognormal,146.4,0.14,lognormal,156.5,0.11
-M.LRM.2.bur.0.0.D.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,18.2,normal,122.1,15.8,lognormal,128.7,0.12,lognormal,135.8,0.1
-M.LRM.2.bur.0.0.D.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,16.8,normal,113.8,14.2,normal,119.0,12.9,lognormal,124.0,0.1
-M.LRM.2.bur.0.0.D.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.7,lognormal,128.8,0.15,normal,135.4,15.6,lognormal,144.2,0.11
-M.LRM.2.bur.0.0.D.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,19.7,normal,134.4,18.0,lognormal,142.8,0.13,lognormal,152.8,0.11
-M.LRM.2.bur.0.0.D.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.5,23.0,lognormal,160.9,0.14,normal,167.2,19.9,normal,178.2,18.2
-M.LRM.2.bur.0.0.D.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,18.1,normal,138.1,15.0,lognormal,141.6,0.11,lognormal,146.9,0.1
-M.LRM.2.bur.0.0.D.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,15.6,normal,125.2,13.1,normal,127.5,13.1,lognormal,131.3,0.1
-M.LRM.2.bur.0.0.D.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,19.9,normal,147.2,17.1,normal,151.4,16.7,normal,158.0,15.5
-M.LRM.2.bur.0.0.D.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,21.8,normal,155.7,18.7,normal,161.5,18.2,normal,170.6,16.9
-M.LRM.2.bur.0.0.D.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,19.0,lognormal,148.8,0.12,lognormal,150.1,0.12,normal,156.6,16.6
-M.LRM.2.bur.0.0.D.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,16.2,normal,131.2,13.6,lognormal,132.0,0.11,normal,135.6,12.8
-M.LRM.2.bur.0.0.D.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.5,lognormal,121.0,0.11,lognormal,121.6,0.11,normal,124.3,12.1
-M.LRM.2.bur.0.0.D.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,18.0,lognormal,138.5,0.12,normal,139.3,14.7,lognormal,144.5,0.11
-M.LRM.2.bur.0.0.D.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,18.3,lognormal,145.1,0.12,lognormal,146.2,0.12,lognormal,152.5,0.11
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,17.3,normal,130.7,15.1,lognormal,146.1,0.12,lognormal,178.5,0.16
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,14.6,lognormal,110.9,0.14,lognormal,124.2,0.14,lognormal,146.2,0.18
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,14.6,lognormal,110.9,0.14,normal,125.2,15.3,normal,153.8,17.0
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,15.3,lognormal,118.8,0.13,lognormal,131.4,0.12,lognormal,157.7,0.18
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,16.4,normal,125.8,14.1,lognormal,140.2,0.12,lognormal,168.5,0.15
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,17.2,normal,130.5,14.8,lognormal,145.7,0.12,lognormal,177.8,0.16
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,14.4,lognormal,110.9,0.14,lognormal,124.1,0.14,lognormal,144.5,0.17
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,14.8,lognormal,111.0,0.14,normal,125.2,15.4,lognormal,154.1,0.12
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,15.3,lognormal,118.6,0.13,lognormal,132.4,0.13,lognormal,157.5,0.18
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.1,lognormal,125.9,0.12,lognormal,140.0,0.12,lognormal,170.9,0.17
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,17.0,normal,130.7,15.1,lognormal,145.7,0.12,lognormal,172.8,0.13
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,14.8,lognormal,111.1,0.14,lognormal,124.0,0.13,lognormal,143.5,0.16
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,14.8,lognormal,110.3,0.14,normal,124.3,14.8,lognormal,146.7,0.11
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,15.1,lognormal,118.8,0.14,lognormal,130.9,0.12,lognormal,153.8,0.16
-M.LRM.2.bur.0.1.A.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,15.9,normal,125.6,14.4,lognormal,139.8,0.12,lognormal,164.4,0.13
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.5,0.15,lognormal,140.7,0.14,lognormal,155.9,0.13,lognormal,178.4,0.16
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.6,0.18,lognormal,118.0,0.18,lognormal,131.3,0.18,lognormal,146.2,0.19
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.4,0.18,lognormal,120.3,0.16,lognormal,135.4,0.13,lognormal,154.0,0.12
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.18,lognormal,127.2,0.17,lognormal,138.9,0.15,lognormal,158.4,0.18
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.7,0.16,lognormal,134.5,0.14,lognormal,150.0,0.14,lognormal,169.2,0.16
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,17.7,lognormal,139.8,0.13,lognormal,155.7,0.13,lognormal,177.1,0.15
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.4,0.19,lognormal,118.4,0.18,lognormal,131.5,0.17,lognormal,145.7,0.18
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.4,0.18,lognormal,120.0,0.16,lognormal,135.6,0.14,normal,153.7,16.7
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.18,lognormal,125.8,0.15,lognormal,139.0,0.15,lognormal,158.0,0.18
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.1,0.16,lognormal,134.7,0.14,lognormal,149.8,0.14,lognormal,170.0,0.17
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,18.0,lognormal,138.8,0.13,lognormal,154.5,0.12,lognormal,173.7,0.14
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.8,0.18,lognormal,117.8,0.18,lognormal,129.1,0.16,lognormal,142.1,0.16
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.6,0.18,lognormal,119.2,0.15,lognormal,130.6,0.11,normal,146.0,14.4
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.18,lognormal,125.5,0.15,lognormal,137.8,0.14,lognormal,154.6,0.16
-M.LRM.2.bur.0.1.A.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.8,0.16,lognormal,134.3,0.14,lognormal,148.0,0.13,lognormal,165.1,0.14
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,17.2,normal,130.3,14.9,lognormal,145.7,0.12,lognormal,176.8,0.15
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,14.4,lognormal,110.9,0.14,lognormal,123.8,0.13,lognormal,145.8,0.18
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,14.7,lognormal,110.7,0.14,normal,125.5,15.6,lognormal,153.5,0.12
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,15.3,lognormal,118.4,0.13,lognormal,131.1,0.12,lognormal,157.7,0.17
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,16.2,normal,126.0,14.2,lognormal,140.4,0.12,lognormal,171.1,0.17
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,17.1,normal,129.0,15.0,lognormal,143.1,0.12,lognormal,171.3,0.14
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,14.1,lognormal,109.6,0.13,lognormal,121.3,0.13,lognormal,142.1,0.17
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,14.6,lognormal,108.5,0.14,lognormal,119.7,0.13,lognormal,140.8,0.14
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,15.1,lognormal,117.6,0.13,lognormal,129.7,0.12,lognormal,154.3,0.17
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,16.1,normal,124.1,14.2,lognormal,137.9,0.12,lognormal,163.9,0.14
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,17.4,normal,128.6,14.9,lognormal,142.9,0.12,lognormal,168.9,0.13
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.4,14.5,lognormal,109.8,0.14,lognormal,122.5,0.14,lognormal,140.5,0.15
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,14.5,lognormal,107.7,0.14,lognormal,118.6,0.14,lognormal,137.9,0.13
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,15.5,normal,116.2,13.2,lognormal,129.3,0.12,lognormal,151.9,0.15
-M.LRM.2.bur.0.1.A.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,16.2,normal,124.0,14.3,lognormal,137.6,0.12,lognormal,163.0,0.14
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,17.7,lognormal,139.8,0.13,lognormal,155.7,0.13,lognormal,177.1,0.15
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.4,0.19,lognormal,118.4,0.18,lognormal,131.5,0.17,lognormal,145.7,0.18
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.4,0.18,lognormal,120.0,0.16,lognormal,135.6,0.14,normal,153.7,16.7
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.18,lognormal,125.8,0.15,lognormal,139.0,0.15,lognormal,158.0,0.18
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.1,0.16,lognormal,134.7,0.14,lognormal,149.8,0.14,lognormal,170.0,0.17
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,18.0,lognormal,138.8,0.13,lognormal,154.5,0.12,lognormal,173.7,0.14
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.8,0.18,lognormal,117.8,0.18,lognormal,129.1,0.16,lognormal,142.1,0.16
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.6,0.18,lognormal,119.2,0.15,lognormal,130.6,0.11,normal,146.0,14.4
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.18,lognormal,125.5,0.15,lognormal,137.8,0.14,lognormal,154.6,0.16
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.8,0.16,lognormal,134.3,0.14,lognormal,148.0,0.13,lognormal,165.1,0.14
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.8,25.7,normal,196.2,25.9,lognormal,232.0,0.14,lognormal,250.0,0.06
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.0,22.8,lognormal,168.2,0.15,normal,200.3,23.9,normal,232.7,21.1
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,22.8,lognormal,162.3,0.16,normal,190.1,22.3,normal,223.6,22.0
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.1,23.0,lognormal,179.8,0.15,normal,211.3,24.7,lognormal,250.0,0.09
-M.LRM.2.bur.0.1.A.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,167.6,25.2,lognormal,188.0,0.14,normal,227.0,27.5,lognormal,250.0,0.07
-M.LRM.2.bur.0.1.A.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,17.5,normal,128.4,14.2,lognormal,142.2,0.11,lognormal,171.5,0.14
-M.LRM.2.bur.0.1.A.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.3,14.4,lognormal,109.5,0.13,lognormal,122.2,0.13,lognormal,143.3,0.17
-M.LRM.2.bur.0.1.A.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,14.6,lognormal,108.0,0.13,lognormal,120.1,0.13,lognormal,139.4,0.15
-M.LRM.2.bur.0.1.A.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,15.2,lognormal,116.3,0.12,lognormal,129.3,0.12,lognormal,153.7,0.16
-M.LRM.2.bur.0.1.A.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,15.9,lognormal,124.4,0.13,lognormal,137.9,0.12,lognormal,164.0,0.14
-M.LRM.2.bur.0.1.A.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,16.8,normal,126.3,13.9,lognormal,133.0,0.12,lognormal,142.6,0.13
-M.LRM.2.bur.0.1.A.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.3,14.3,lognormal,108.2,0.14,lognormal,113.4,0.15,lognormal,119.7,0.17
-M.LRM.2.bur.0.1.A.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,14.4,lognormal,105.4,0.14,lognormal,111.1,0.15,lognormal,121.0,0.16
-M.LRM.2.bur.0.1.A.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,15.1,lognormal,114.7,0.13,lognormal,120.5,0.14,lognormal,128.9,0.16
-M.LRM.2.bur.0.1.A.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,16.0,normal,122.0,13.9,lognormal,128.0,0.12,lognormal,137.2,0.14
-M.LRM.2.bur.0.1.A.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.5,0.15,lognormal,140.2,0.13,lognormal,155.9,0.13,lognormal,176.1,0.16
-M.LRM.2.bur.0.1.A.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.1,0.19,lognormal,118.4,0.18,lognormal,131.5,0.18,lognormal,145.8,0.19
-M.LRM.2.bur.0.1.A.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.4,0.17,lognormal,120.1,0.16,lognormal,130.5,0.13,lognormal,140.9,0.15
-M.LRM.2.bur.0.1.A.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.18,lognormal,127.5,0.17,lognormal,139.3,0.14,lognormal,156.8,0.18
-M.LRM.2.bur.0.1.A.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.5,lognormal,133.9,0.14,lognormal,149.1,0.14,lognormal,167.9,0.16
-M.LRM.2.bur.0.1.A.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,16.9,lognormal,133.3,0.12,lognormal,134.4,0.12,lognormal,143.2,0.14
-M.LRM.2.bur.0.1.A.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.3,0.18,lognormal,113.6,0.17,lognormal,114.6,0.16,lognormal,119.9,0.17
-M.LRM.2.bur.0.1.A.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.6,0.17,lognormal,112.5,0.16,lognormal,113.1,0.16,lognormal,121.4,0.17
-M.LRM.2.bur.0.1.A.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,17.2,lognormal,121.1,0.15,lognormal,122.7,0.15,lognormal,128.1,0.15
-M.LRM.2.bur.0.1.A.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.4,lognormal,129.4,0.13,lognormal,130.5,0.13,lognormal,138.1,0.14
-M.LRM.2.bur.0.1.A.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,17.4,normal,130.3,14.8,lognormal,147.2,0.13,lognormal,173.7,0.14
-M.LRM.2.bur.0.1.A.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,14.6,lognormal,111.3,0.14,lognormal,124.0,0.13,lognormal,143.7,0.17
-M.LRM.2.bur.0.1.A.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,14.7,lognormal,110.5,0.14,lognormal,123.5,0.13,lognormal,141.2,0.15
-M.LRM.2.bur.0.1.A.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,15.4,lognormal,118.8,0.13,lognormal,130.9,0.12,lognormal,154.9,0.16
-M.LRM.2.bur.0.1.A.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.3,lognormal,125.6,0.12,lognormal,139.7,0.12,lognormal,168.0,0.16
-M.LRM.2.bur.0.1.A.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,17.3,normal,128.0,14.2,lognormal,133.0,0.12,lognormal,142.5,0.14
-M.LRM.2.bur.0.1.A.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,14.7,lognormal,109.2,0.14,lognormal,113.1,0.15,lognormal,119.6,0.17
-M.LRM.2.bur.0.1.A.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,15.0,lognormal,106.8,0.14,lognormal,110.8,0.15,lognormal,121.1,0.17
-M.LRM.2.bur.0.1.A.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,14.9,lognormal,115.7,0.13,lognormal,120.4,0.14,lognormal,128.9,0.16
-M.LRM.2.bur.0.1.A.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,16.1,lognormal,124.1,0.13,lognormal,128.9,0.13,lognormal,138.1,0.15
-M.LRM.2.bur.0.1.A.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.6,lognormal,139.6,0.13,lognormal,156.9,0.14,lognormal,172.6,0.13
-M.LRM.2.bur.0.1.A.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.3,0.19,lognormal,118.6,0.18,lognormal,129.4,0.16,lognormal,145.5,0.19
-M.LRM.2.bur.0.1.A.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.5,0.18,lognormal,119.8,0.15,lognormal,130.8,0.13,lognormal,140.7,0.15
-M.LRM.2.bur.0.1.A.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.18,lognormal,125.6,0.15,lognormal,138.5,0.14,lognormal,156.5,0.18
-M.LRM.2.bur.0.1.A.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.1,0.16,lognormal,134.7,0.14,lognormal,149.3,0.14,lognormal,167.6,0.16
-M.LRM.2.bur.0.1.A.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,17.0,lognormal,133.6,0.12,lognormal,134.6,0.12,lognormal,143.1,0.14
-M.LRM.2.bur.0.1.A.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.5,0.18,lognormal,113.6,0.17,lognormal,114.7,0.16,lognormal,121.6,0.18
-M.LRM.2.bur.0.1.A.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.6,0.17,lognormal,112.5,0.16,lognormal,113.0,0.16,lognormal,121.2,0.17
-M.LRM.2.bur.0.1.A.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,17.2,lognormal,121.1,0.15,lognormal,122.7,0.15,lognormal,128.1,0.15
-M.LRM.2.bur.0.1.A.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.4,lognormal,129.4,0.13,lognormal,130.5,0.13,lognormal,138.1,0.14
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,17.9,lognormal,134.9,0.14,lognormal,150.5,0.14,lognormal,198.4,0.2
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,15.8,lognormal,116.0,0.15,lognormal,130.0,0.15,lognormal,163.4,0.22
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,15.6,lognormal,113.0,0.14,normal,127.3,16.1,normal,154.6,15.3
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,16.2,lognormal,123.2,0.15,lognormal,137.8,0.15,lognormal,177.9,0.22
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,17.6,lognormal,129.9,0.13,lognormal,145.3,0.14,lognormal,190.5,0.21
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.4,lognormal,134.3,0.14,lognormal,151.0,0.14,lognormal,194.9,0.18
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,15.8,lognormal,116.2,0.15,lognormal,129.8,0.15,lognormal,163.5,0.22
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,15.3,lognormal,113.2,0.15,lognormal,127.6,0.14,lognormal,155.4,0.11
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,16.4,lognormal,123.7,0.15,lognormal,137.7,0.14,lognormal,177.5,0.23
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,17.8,normal,129.8,16.0,lognormal,145.0,0.14,lognormal,192.3,0.21
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,18.2,lognormal,134.0,0.14,lognormal,149.5,0.14,lognormal,188.0,0.16
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,16.0,lognormal,116.2,0.15,lognormal,129.4,0.15,lognormal,156.8,0.19
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,15.7,lognormal,112.6,0.14,normal,125.6,14.9,lognormal,147.2,0.1
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,16.6,lognormal,122.8,0.14,lognormal,136.8,0.14,lognormal,166.3,0.17
-M.LRM.2.bur.0.1.B.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,16.9,lognormal,129.4,0.14,lognormal,144.0,0.14,lognormal,180.6,0.17
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.7,0.17,lognormal,149.9,0.15,lognormal,167.6,0.15,lognormal,197.2,0.19
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.2,lognormal,128.4,0.19,lognormal,144.1,0.2,lognormal,164.1,0.23
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,18.4,lognormal,124.7,0.15,normal,137.6,15.0,lognormal,155.9,0.11
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.6,0.19,lognormal,136.3,0.17,lognormal,153.4,0.18,lognormal,178.6,0.22
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.8,0.17,lognormal,144.7,0.16,lognormal,161.5,0.16,lognormal,192.3,0.22
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.17,lognormal,149.6,0.15,lognormal,168.6,0.16,lognormal,197.8,0.2
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.6,0.2,lognormal,128.2,0.2,lognormal,143.8,0.2,lognormal,163.4,0.22
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,18.1,lognormal,124.5,0.15,lognormal,138.0,0.12,normal,155.1,15.4
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.8,0.18,lognormal,136.6,0.18,lognormal,154.1,0.18,lognormal,178.6,0.22
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,19.1,lognormal,144.8,0.16,lognormal,162.4,0.17,lognormal,188.5,0.2
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.16,lognormal,148.0,0.14,lognormal,164.4,0.14,lognormal,187.1,0.16
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.6,0.2,lognormal,126.7,0.18,lognormal,139.7,0.18,lognormal,155.6,0.18
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,18.1,lognormal,122.6,0.14,lognormal,133.4,0.11,lognormal,148.4,0.1
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.5,lognormal,134.3,0.16,lognormal,149.7,0.17,lognormal,168.8,0.18
-M.LRM.2.bur.0.1.B.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.1,0.17,lognormal,143.8,0.16,lognormal,159.4,0.15,lognormal,179.6,0.16
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.2,normal,133.9,16.7,lognormal,150.1,0.13,lognormal,192.3,0.18
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,15.7,lognormal,116.1,0.15,lognormal,129.8,0.15,lognormal,161.9,0.22
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,15.6,lognormal,113.4,0.15,normal,126.9,15.8,lognormal,154.7,0.11
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,16.1,lognormal,123.5,0.15,lognormal,137.4,0.14,lognormal,176.6,0.22
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,17.3,lognormal,130.4,0.14,lognormal,145.7,0.14,lognormal,187.3,0.19
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,18.1,normal,131.4,15.9,lognormal,146.0,0.12,lognormal,177.4,0.14
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,15.6,lognormal,114.4,0.14,lognormal,126.3,0.13,lognormal,148.9,0.16
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,15.2,lognormal,111.1,0.14,lognormal,122.0,0.13,lognormal,143.2,0.13
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,15.9,lognormal,120.7,0.14,lognormal,133.9,0.13,lognormal,161.4,0.16
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,17.9,normal,127.8,15.9,normal,141.3,16.1,lognormal,170.7,0.14
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,18.0,normal,130.8,15.4,lognormal,145.5,0.13,lognormal,174.5,0.13
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,15.9,lognormal,114.1,0.15,lognormal,125.1,0.13,lognormal,146.1,0.16
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.3,15.3,lognormal,110.0,0.14,lognormal,120.8,0.13,lognormal,138.1,0.12
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,16.5,lognormal,120.8,0.14,lognormal,133.2,0.13,lognormal,157.4,0.15
-M.LRM.2.bur.0.1.B.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,17.5,lognormal,126.9,0.13,lognormal,140.1,0.12,lognormal,167.5,0.14
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.17,lognormal,149.6,0.15,lognormal,168.6,0.16,lognormal,197.8,0.2
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.6,0.2,lognormal,128.2,0.2,lognormal,143.8,0.2,lognormal,163.4,0.22
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,18.1,lognormal,124.5,0.15,lognormal,138.0,0.12,normal,155.1,15.4
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.8,0.18,lognormal,136.6,0.18,lognormal,154.1,0.18,lognormal,178.6,0.22
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,19.1,lognormal,144.8,0.16,lognormal,162.4,0.17,lognormal,188.5,0.2
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.16,lognormal,148.0,0.14,lognormal,164.4,0.14,lognormal,187.1,0.16
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.6,0.2,lognormal,126.7,0.18,lognormal,139.7,0.18,lognormal,155.6,0.18
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,18.1,lognormal,122.6,0.14,lognormal,133.4,0.11,lognormal,148.4,0.1
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.5,lognormal,134.3,0.16,lognormal,149.7,0.17,lognormal,168.8,0.18
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.1,0.17,lognormal,143.8,0.16,lognormal,159.4,0.15,lognormal,179.6,0.16
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,173.6,26.0,normal,195.1,25.3,lognormal,225.7,0.12,lognormal,250.0,0.06
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.6,0.17,lognormal,167.0,0.15,normal,194.5,22.3,normal,228.5,23.2
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.5,22.8,normal,161.1,22.3,normal,189.2,22.3,lognormal,223.4,0.12
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.9,23.7,lognormal,176.6,0.14,normal,208.0,22.4,normal,248.8,23.0
-M.LRM.2.bur.0.1.B.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.6,23.6,lognormal,189.9,0.15,normal,222.7,25.3,lognormal,250.0,0.06
-M.LRM.2.bur.0.1.B.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,18.6,normal,130.7,15.8,lognormal,145.5,0.12,lognormal,179.2,0.14
-M.LRM.2.bur.0.1.B.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,15.6,lognormal,114.0,0.14,lognormal,126.0,0.13,lognormal,148.6,0.17
-M.LRM.2.bur.0.1.B.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,15.5,lognormal,110.1,0.14,lognormal,121.9,0.13,lognormal,140.3,0.13
-M.LRM.2.bur.0.1.B.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,16.1,lognormal,120.0,0.13,lognormal,133.3,0.13,lognormal,160.4,0.16
-M.LRM.2.bur.0.1.B.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,16.8,lognormal,126.7,0.13,lognormal,140.7,0.12,lognormal,173.4,0.16
-M.LRM.2.bur.0.1.B.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,18.2,normal,129.4,15.2,normal,136.6,14.5,lognormal,150.1,0.14
-M.LRM.2.bur.0.1.B.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,15.5,lognormal,111.7,0.14,lognormal,118.8,0.15,lognormal,129.3,0.18
-M.LRM.2.bur.0.1.B.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,15.1,lognormal,108.0,0.14,lognormal,114.9,0.14,normal,124.9,16.7
-M.LRM.2.bur.0.1.B.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,16.5,lognormal,118.8,0.14,lognormal,126.1,0.14,lognormal,137.4,0.16
-M.LRM.2.bur.0.1.B.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,17.1,normal,124.9,14.3,lognormal,133.3,0.13,lognormal,146.0,0.15
-M.LRM.2.bur.0.1.B.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,19.6,lognormal,149.2,0.15,lognormal,165.5,0.15,lognormal,186.1,0.16
-M.LRM.2.bur.0.1.B.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.6,0.2,lognormal,128.2,0.2,lognormal,139.7,0.18,lognormal,152.0,0.18
-M.LRM.2.bur.0.1.B.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,18.1,lognormal,124.0,0.15,normal,131.7,14.0,lognormal,142.3,0.14
-M.LRM.2.bur.0.1.B.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.3,0.19,lognormal,135.4,0.17,lognormal,149.5,0.17,lognormal,164.1,0.18
-M.LRM.2.bur.0.1.B.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.6,0.17,lognormal,144.5,0.16,lognormal,159.3,0.15,lognormal,177.0,0.17
-M.LRM.2.bur.0.1.B.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,134.3,18.0,lognormal,139.2,0.13,lognormal,140.5,0.12,lognormal,150.4,0.14
-M.LRM.2.bur.0.1.B.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.3,0.19,lognormal,120.1,0.16,lognormal,121.1,0.16,lognormal,129.4,0.18
-M.LRM.2.bur.0.1.B.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,16.8,normal,116.4,15.1,normal,117.0,15.1,normal,125.5,16.8
-M.LRM.2.bur.0.1.B.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,19.1,lognormal,127.5,0.15,lognormal,128.6,0.14,lognormal,138.0,0.17
-M.LRM.2.bur.0.1.B.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,18.1,lognormal,134.7,0.13,lognormal,135.9,0.13,lognormal,145.7,0.15
-M.LRM.2.bur.0.1.B.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,18.4,lognormal,134.1,0.14,lognormal,149.8,0.14,lognormal,182.8,0.16
-M.LRM.2.bur.0.1.B.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,16.0,lognormal,115.7,0.15,lognormal,129.0,0.14,lognormal,150.1,0.17
-M.LRM.2.bur.0.1.B.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,16.0,lognormal,112.9,0.14,lognormal,125.0,0.13,lognormal,142.6,0.14
-M.LRM.2.bur.0.1.B.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.9,lognormal,123.4,0.14,lognormal,137.6,0.15,lognormal,164.1,0.18
-M.LRM.2.bur.0.1.B.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,17.2,lognormal,129.6,0.14,lognormal,144.7,0.14,lognormal,175.1,0.15
-M.LRM.2.bur.0.1.B.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,18.1,normal,131.2,15.5,lognormal,137.7,0.12,lognormal,149.7,0.13
-M.LRM.2.bur.0.1.B.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,15.8,lognormal,114.0,0.15,lognormal,119.4,0.15,lognormal,129.8,0.17
-M.LRM.2.bur.0.1.B.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,15.6,lognormal,110.2,0.14,lognormal,115.1,0.14,lognormal,126.0,0.15
-M.LRM.2.bur.0.1.B.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,16.0,lognormal,120.7,0.14,lognormal,125.9,0.14,lognormal,137.4,0.16
-M.LRM.2.bur.0.1.B.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,17.5,lognormal,128.0,0.13,lognormal,133.5,0.12,lognormal,145.9,0.15
-M.LRM.2.bur.0.1.B.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,19.5,lognormal,149.1,0.15,lognormal,164.7,0.14,lognormal,183.2,0.15
-M.LRM.2.bur.0.1.B.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.9,0.2,lognormal,128.0,0.2,lognormal,140.4,0.18,lognormal,152.5,0.18
-M.LRM.2.bur.0.1.B.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,18.2,lognormal,123.8,0.14,lognormal,132.9,0.12,lognormal,142.8,0.14
-M.LRM.2.bur.0.1.B.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.4,0.18,lognormal,135.6,0.17,lognormal,149.0,0.16,lognormal,163.9,0.17
-M.LRM.2.bur.0.1.B.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,19.4,lognormal,144.3,0.16,lognormal,159.4,0.15,lognormal,176.4,0.16
-M.LRM.2.bur.0.1.B.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,19.0,lognormal,139.5,0.13,lognormal,140.9,0.13,lognormal,151.4,0.14
-M.LRM.2.bur.0.1.B.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.3,0.19,lognormal,120.2,0.17,lognormal,121.3,0.16,lognormal,129.5,0.18
-M.LRM.2.bur.0.1.B.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.1,lognormal,117.2,0.15,lognormal,117.9,0.15,normal,125.5,16.8
-M.LRM.2.bur.0.1.B.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,19.0,lognormal,127.6,0.15,lognormal,128.6,0.14,lognormal,137.7,0.16
-M.LRM.2.bur.0.1.B.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,18.4,lognormal,134.8,0.13,lognormal,135.9,0.13,lognormal,146.3,0.15
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,19.7,normal,138.3,18.5,lognormal,157.0,0.16,normal,204.9,17.0
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,16.6,lognormal,122.2,0.15,normal,137.0,17.7,lognormal,170.1,0.11
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,17.0,normal,116.2,15.8,normal,129.5,17.3,lognormal,158.0,0.1
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,18.1,normal,128.6,17.1,lognormal,145.9,0.16,lognormal,183.4,0.1
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,18.7,lognormal,135.5,0.15,lognormal,153.3,0.16,normal,198.4,19.3
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,19.7,normal,138.4,19.4,lognormal,156.5,0.16,normal,205.4,17.2
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,16.4,lognormal,122.2,0.15,normal,136.8,17.7,lognormal,170.2,0.11
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,16.6,normal,116.2,15.9,normal,130.0,17.4,normal,156.7,13.8
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,normal,128.1,17.1,lognormal,144.7,0.15,lognormal,183.2,0.1
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.1,lognormal,134.9,0.15,lognormal,151.7,0.15,normal,199.6,19.6
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,19.4,lognormal,138.1,0.15,lognormal,155.2,0.16,normal,197.7,17.7
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,16.3,lognormal,121.5,0.15,normal,136.2,17.4,normal,160.6,13.2
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,16.9,normal,115.6,15.1,normal,127.8,16.0,lognormal,149.0,0.1
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.5,normal,128.0,16.9,normal,143.5,19.0,normal,175.0,15.3
-M.LRM.2.bur.0.1.C.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,19.5,normal,134.2,17.9,lognormal,151.1,0.15,normal,189.3,18.0
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.7,19.8,lognormal,156.3,0.12,normal,175.8,18.8,lognormal,204.1,0.09
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,17.8,normal,133.5,15.3,lognormal,150.3,0.12,lognormal,170.7,0.11
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,16.6,lognormal,128.5,0.11,lognormal,140.9,0.1,lognormal,157.8,0.1
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,18.4,normal,142.8,16.8,lognormal,160.1,0.11,lognormal,184.0,0.11
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,19.7,normal,151.1,17.1,lognormal,169.4,0.11,normal,198.5,19.4
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,20.4,normal,155.8,17.1,lognormal,174.2,0.11,normal,208.4,19.8
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.6,lognormal,133.8,0.13,lognormal,150.4,0.12,lognormal,169.8,0.11
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,16.5,normal,128.1,13.6,lognormal,140.7,0.1,lognormal,157.9,0.1
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,18.3,normal,142.0,16.1,normal,159.7,16.1,lognormal,185.0,0.11
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,19.2,lognormal,151.7,0.12,lognormal,169.5,0.11,lognormal,198.5,0.1
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.1,19.6,normal,155.2,17.8,normal,172.0,18.1,normal,198.2,19.5
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,17.8,lognormal,132.7,0.13,normal,145.5,14.4,normal,161.0,14.1
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,16.4,normal,126.2,13.3,lognormal,136.3,0.1,lognormal,149.8,0.1
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,18.6,lognormal,140.7,0.12,normal,155.8,15.5,normal,175.7,16.7
-M.LRM.2.bur.0.1.C.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,19.1,normal,150.0,16.9,lognormal,165.7,0.11,normal,187.8,16.3
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,19.3,lognormal,139.0,0.16,lognormal,155.8,0.16,normal,203.3,16.2
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,16.7,normal,121.5,15.9,normal,137.5,18.3,normal,169.1,16.5
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,16.8,lognormal,116.2,0.15,normal,129.6,17.2,lognormal,156.1,0.1
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.8,normal,128.0,16.7,lognormal,145.2,0.15,lognormal,183.3,0.11
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,18.6,normal,134.7,18.3,lognormal,151.6,0.15,normal,196.9,17.4
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,19.8,normal,135.5,18.0,lognormal,150.7,0.14,lognormal,185.4,0.12
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,16.2,lognormal,119.4,0.14,normal,130.4,15.0,lognormal,155.1,0.12
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,16.5,normal,112.9,14.5,lognormal,123.4,0.13,lognormal,144.9,0.13
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,17.3,normal,125.4,16.2,lognormal,139.0,0.13,normal,167.3,19.0
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,18.6,normal,131.3,17.0,lognormal,146.5,0.14,lognormal,177.4,0.11
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,20.0,normal,134.8,17.5,lognormal,148.5,0.13,lognormal,180.0,0.12
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,16.7,lognormal,118.3,0.14,lognormal,129.4,0.13,lognormal,152.2,0.13
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,16.4,normal,113.0,14.8,normal,122.1,13.8,lognormal,138.3,0.12
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,17.1,normal,124.4,15.6,normal,136.4,15.8,lognormal,162.4,0.13
-M.LRM.2.bur.0.1.C.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.2,normal,131.1,16.9,lognormal,144.8,0.13,lognormal,174.4,0.13
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,20.4,normal,155.8,17.1,lognormal,174.2,0.11,normal,208.4,19.8
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.6,lognormal,133.8,0.13,lognormal,150.4,0.12,lognormal,169.8,0.11
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,16.5,normal,128.1,13.6,lognormal,140.7,0.1,lognormal,157.9,0.1
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,18.3,normal,142.0,16.1,normal,159.7,16.1,lognormal,185.0,0.11
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,19.2,lognormal,151.7,0.12,lognormal,169.5,0.11,lognormal,198.5,0.1
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.1,19.6,normal,155.2,17.8,normal,172.0,18.1,normal,198.2,19.5
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,17.8,lognormal,132.7,0.13,normal,145.5,14.4,normal,161.0,14.1
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,16.4,normal,126.2,13.3,lognormal,136.3,0.1,lognormal,149.8,0.1
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,18.6,lognormal,140.7,0.12,normal,155.8,15.5,normal,175.7,16.7
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,19.1,normal,150.0,16.9,lognormal,165.7,0.11,normal,187.8,16.3
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.4,25.6,normal,193.4,25.2,normal,225.2,23.1,lognormal,250.0,0.06
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,145.7,21.0,lognormal,164.2,0.14,normal,196.6,24.8,lognormal,230.9,0.12
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,142.5,23.3,lognormal,160.4,0.15,normal,189.8,23.3,lognormal,215.7,0.09
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.5,22.8,lognormal,174.7,0.14,normal,204.5,22.1,normal,247.6,26.2
-M.LRM.2.bur.0.1.C.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.2,25.3,lognormal,188.7,0.16,normal,219.8,24.2,lognormal,250.0,0.06
-M.LRM.2.bur.0.1.C.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,18.9,lognormal,133.4,0.14,normal,149.3,18.4,lognormal,184.8,0.12
-M.LRM.2.bur.0.1.C.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,16.4,lognormal,118.3,0.14,normal,130.6,15.1,lognormal,154.7,0.13
-M.LRM.2.bur.0.1.C.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.3,normal,112.0,14.5,normal,123.3,14.3,lognormal,141.6,0.13
-M.LRM.2.bur.0.1.C.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,17.3,lognormal,124.2,0.14,lognormal,138.2,0.13,lognormal,165.8,0.13
-M.LRM.2.bur.0.1.C.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,18.4,normal,130.0,16.6,lognormal,144.9,0.13,lognormal,177.2,0.12
-M.LRM.2.bur.0.1.C.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,18.9,lognormal,132.4,0.14,normal,141.0,14.8,normal,156.1,16.3
-M.LRM.2.bur.0.1.C.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,16.4,normal,115.7,14.1,lognormal,123.3,0.13,lognormal,134.6,0.13
-M.LRM.2.bur.0.1.C.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,16.3,normal,110.7,13.8,lognormal,118.3,0.12,lognormal,129.5,0.12
-M.LRM.2.bur.0.1.C.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,17.2,lognormal,122.0,0.13,lognormal,130.1,0.12,lognormal,142.4,0.12
-M.LRM.2.bur.0.1.C.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.0,18.3,normal,128.3,15.9,normal,136.9,14.7,normal,150.5,15.8
-M.LRM.2.bur.0.1.C.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,19.5,lognormal,156.2,0.12,lognormal,171.1,0.11,normal,190.3,21.1
-M.LRM.2.bur.0.1.C.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,18.3,lognormal,134.0,0.13,lognormal,145.2,0.12,lognormal,157.5,0.14
-M.LRM.2.bur.0.1.C.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,16.2,normal,127.6,13.7,lognormal,134.6,0.12,lognormal,143.8,0.13
-M.LRM.2.bur.0.1.C.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.8,lognormal,142.5,0.13,lognormal,155.1,0.11,lognormal,169.5,0.13
-M.LRM.2.bur.0.1.C.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,18.7,normal,151.2,17.3,lognormal,164.6,0.1,lognormal,181.5,0.12
-M.LRM.2.bur.0.1.C.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,17.0,lognormal,143.6,0.11,lognormal,144.4,0.11,lognormal,156.5,0.12
-M.LRM.2.bur.0.1.C.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,16.6,normal,124.8,14.8,normal,125.6,14.7,lognormal,134.0,0.12
-M.LRM.2.bur.0.1.C.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,15.5,lognormal,120.9,0.12,normal,121.3,13.0,lognormal,129.3,0.11
-M.LRM.2.bur.0.1.C.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.0,normal,131.5,13.8,normal,132.7,14.3,lognormal,143.3,0.12
-M.LRM.2.bur.0.1.C.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,16.6,normal,139.6,14.8,normal,140.6,14.7,normal,151.2,15.8
-M.LRM.2.bur.0.1.C.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,19.5,lognormal,138.7,0.15,lognormal,155.8,0.16,lognormal,192.3,0.13
-M.LRM.2.bur.0.1.C.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,16.4,lognormal,122.5,0.15,normal,135.1,16.6,lognormal,157.7,0.14
-M.LRM.2.bur.0.1.C.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,16.6,normal,116.0,15.7,normal,126.7,15.4,lognormal,143.7,0.13
-M.LRM.2.bur.0.1.C.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.4,normal,128.3,17.2,normal,143.6,19.0,lognormal,169.9,0.13
-M.LRM.2.bur.0.1.C.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,19.4,normal,134.7,18.2,lognormal,151.3,0.15,lognormal,182.4,0.14
-M.LRM.2.bur.0.1.C.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,19.5,normal,135.1,16.8,normal,141.3,14.9,lognormal,155.8,0.11
-M.LRM.2.bur.0.1.C.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,16.5,lognormal,117.9,0.14,lognormal,123.0,0.13,lognormal,134.6,0.13
-M.LRM.2.bur.0.1.C.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,16.4,lognormal,113.7,0.14,lognormal,119.2,0.13,lognormal,129.2,0.11
-M.LRM.2.bur.0.1.C.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,17.5,lognormal,125.2,0.14,lognormal,130.8,0.12,normal,143.3,16.6
-M.LRM.2.bur.0.1.C.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,18.3,normal,130.7,15.8,lognormal,137.5,0.12,lognormal,151.3,0.12
-M.LRM.2.bur.0.1.C.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,19.8,normal,156.0,17.4,lognormal,170.8,0.11,lognormal,190.0,0.13
-M.LRM.2.bur.0.1.C.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,18.3,lognormal,134.3,0.13,normal,144.8,15.4,lognormal,158.3,0.14
-M.LRM.2.bur.0.1.C.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.0,16.5,lognormal,127.6,0.11,lognormal,134.7,0.12,lognormal,144.0,0.13
-M.LRM.2.bur.0.1.C.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,18.6,normal,141.7,15.9,lognormal,155.7,0.12,lognormal,169.8,0.13
-M.LRM.2.bur.0.1.C.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,18.3,lognormal,152.6,0.13,normal,165.0,16.4,lognormal,182.1,0.13
-M.LRM.2.bur.0.1.C.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,17.7,lognormal,144.3,0.12,lognormal,145.3,0.11,normal,155.9,16.3
-M.LRM.2.bur.0.1.C.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,16.6,lognormal,125.1,0.13,normal,125.6,14.7,lognormal,134.0,0.12
-M.LRM.2.bur.0.1.C.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,15.5,lognormal,120.9,0.12,normal,121.3,13.0,lognormal,129.3,0.11
-M.LRM.2.bur.0.1.C.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.4,normal,131.6,14.3,lognormal,132.7,0.12,lognormal,142.8,0.12
-M.LRM.2.bur.0.1.C.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,16.9,lognormal,139.7,0.11,lognormal,140.6,0.11,lognormal,151.4,0.12
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.5,normal,138.9,19.3,lognormal,156.9,0.17,normal,219.6,20.5
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.1,lognormal,125.3,0.16,lognormal,140.9,0.16,normal,176.2,15.3
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,17.1,normal,116.8,16.3,normal,130.4,17.8,lognormal,158.5,0.1
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,19.2,lognormal,131.5,0.16,lognormal,147.0,0.16,normal,190.3,15.6
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,19.8,lognormal,135.7,0.15,lognormal,152.4,0.16,normal,203.3,15.6
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.3,lognormal,139.9,0.16,lognormal,157.0,0.17,normal,214.7,18.5
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,18.1,lognormal,125.2,0.16,lognormal,139.9,0.16,normal,175.8,14.3
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,17.1,normal,116.3,15.6,normal,130.4,18.0,normal,158.1,14.4
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.8,lognormal,130.7,0.16,lognormal,145.8,0.15,lognormal,191.4,0.09
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,19.4,lognormal,137.2,0.16,lognormal,153.0,0.16,normal,203.0,16.1
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.1,normal,139.0,19.4,lognormal,155.7,0.16,normal,201.9,21.4
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.3,lognormal,124.5,0.16,normal,137.5,18.3,normal,166.7,14.9
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,17.3,normal,116.0,15.5,normal,128.3,16.5,lognormal,149.9,0.1
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,19.3,normal,129.9,18.2,lognormal,144.4,0.15,normal,180.2,16.3
-M.LRM.2.bur.0.1.D.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,19.3,lognormal,136.1,0.16,normal,150.7,20.4,normal,193.7,19.3
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.3,23.0,lognormal,162.9,0.13,lognormal,180.9,0.12,normal,213.8,16.6
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,19.3,normal,142.0,15.7,normal,156.2,15.3,lognormal,176.6,0.09
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,16.8,normal,129.6,13.5,normal,141.5,12.9,lognormal,158.8,0.1
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,20.7,lognormal,150.4,0.13,normal,165.5,16.6,normal,190.2,15.5
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,21.6,lognormal,159.1,0.14,normal,175.5,18.8,lognormal,208.1,0.09
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.1,22.9,normal,162.4,19.8,normal,179.8,20.6,normal,214.4,17.1
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,18.8,normal,141.8,15.1,normal,156.1,15.3,normal,175.7,14.3
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,16.6,lognormal,129.6,0.11,lognormal,141.7,0.1,lognormal,159.3,0.1
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.8,20.3,normal,150.4,17.4,normal,165.2,16.1,lognormal,190.8,0.09
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,21.9,normal,158.2,19.4,lognormal,174.7,0.12,lognormal,203.9,0.08
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.6,21.9,lognormal,161.5,0.14,lognormal,176.2,0.13,normal,203.2,21.9
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,17.6,normal,139.2,15.0,normal,151.1,15.4,normal,166.7,14.9
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,16.2,normal,127.8,13.5,lognormal,136.7,0.1,normal,149.2,13.4
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,20.5,normal,148.4,17.1,normal,160.8,17.2,normal,180.0,16.8
-M.LRM.2.bur.0.1.D.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.0,22.3,normal,157.0,19.1,normal,169.4,18.2,normal,195.5,20.6
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.2,lognormal,140.1,0.16,lognormal,156.4,0.16,normal,213.1,18.0
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,18.1,lognormal,124.5,0.16,lognormal,139.9,0.16,lognormal,174.7,0.09
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,17.0,normal,116.6,16.1,normal,130.0,17.4,lognormal,158.3,0.1
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,19.3,normal,130.2,18.1,lognormal,146.4,0.16,normal,187.7,14.5
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,20.0,lognormal,136.5,0.16,lognormal,153.1,0.16,normal,202.8,16.2
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.2,lognormal,137.0,0.15,normal,152.5,20.2,lognormal,190.2,0.11
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,18.2,lognormal,122.3,0.15,lognormal,135.3,0.14,lognormal,161.4,0.11
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,16.9,normal,113.6,15.0,normal,124.3,14.6,lognormal,145.4,0.12
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,18.5,lognormal,128.0,0.15,normal,141.3,17.6,normal,171.3,16.6
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,19.9,lognormal,133.6,0.16,lognormal,149.2,0.14,normal,183.8,17.7
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.0,lognormal,136.7,0.15,lognormal,151.8,0.14,normal,183.1,16.5
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,17.9,lognormal,122.5,0.15,normal,134.4,16.4,lognormal,154.3,0.11
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,16.7,lognormal,113.3,0.14,normal,123.4,14.4,lognormal,139.4,0.12
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.6,lognormal,127.3,0.15,normal,140.6,17.6,normal,165.5,15.8
-M.LRM.2.bur.0.1.D.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,19.5,lognormal,133.2,0.15,lognormal,148.4,0.14,normal,175.8,15.4
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.1,22.9,normal,162.4,19.8,normal,179.8,20.6,normal,214.4,17.1
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,18.8,normal,141.8,15.1,normal,156.1,15.3,normal,175.7,14.3
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,16.6,lognormal,129.6,0.11,lognormal,141.7,0.1,lognormal,159.3,0.1
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.8,20.3,normal,150.4,17.4,normal,165.2,16.1,lognormal,190.8,0.09
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,21.9,normal,158.2,19.4,lognormal,174.7,0.12,lognormal,203.9,0.08
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.6,21.9,lognormal,161.5,0.14,lognormal,176.2,0.13,normal,203.2,21.9
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,17.6,normal,139.2,15.0,normal,151.1,15.4,normal,166.7,14.9
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,16.2,normal,127.8,13.5,lognormal,136.7,0.1,normal,149.2,13.4
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,20.5,normal,148.4,17.1,normal,160.8,17.2,normal,180.0,16.8
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.0,22.3,normal,157.0,19.1,normal,169.4,18.2,normal,195.5,20.6
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.3,27.4,lognormal,197.9,0.15,normal,229.2,26.0,normal,229.3,26.0
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,156.2,25.1,lognormal,177.5,0.17,normal,203.6,22.1,lognormal,250.0,0.09
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.7,lognormal,164.3,0.16,normal,191.6,23.9,lognormal,225.0,0.11
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,26.4,lognormal,185.3,0.16,lognormal,224.4,0.16,lognormal,250.0,0.06
-M.LRM.2.bur.0.1.D.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,172.7,27.0,lognormal,195.9,0.16,lognormal,225.3,0.12,lognormal,225.4,0.12
-M.LRM.2.bur.0.1.D.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,20.1,lognormal,134.8,0.15,lognormal,151.7,0.14,normal,190.7,16.9
-M.LRM.2.bur.0.1.D.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,18.0,lognormal,121.0,0.15,normal,134.0,16.5,lognormal,159.3,0.11
-M.LRM.2.bur.0.1.D.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,16.6,lognormal,112.9,0.15,normal,123.9,14.3,lognormal,143.5,0.13
-M.LRM.2.bur.0.1.D.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.5,normal,125.7,16.7,lognormal,140.4,0.13,lognormal,170.3,0.1
-M.LRM.2.bur.0.1.D.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,19.8,lognormal,131.6,0.15,normal,146.7,18.0,lognormal,184.3,0.1
-M.LRM.2.bur.0.1.D.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,19.3,lognormal,133.2,0.14,lognormal,145.6,0.13,lognormal,161.9,0.12
-M.LRM.2.bur.0.1.D.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,17.5,lognormal,119.9,0.15,normal,129.4,14.7,normal,141.4,13.8
-M.LRM.2.bur.0.1.D.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,16.5,lognormal,112.3,0.14,lognormal,120.1,0.12,lognormal,130.7,0.11
-M.LRM.2.bur.0.1.D.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.5,normal,124.9,16.3,lognormal,135.8,0.13,normal,150.3,15.9
-M.LRM.2.bur.0.1.D.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,19.7,lognormal,130.7,0.15,lognormal,142.2,0.13,lognormal,158.3,0.12
-M.LRM.2.bur.0.1.D.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.6,23.3,normal,162.1,19.3,lognormal,177.0,0.11,lognormal,199.4,0.1
-M.LRM.2.bur.0.1.D.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,18.7,normal,141.1,15.4,lognormal,150.0,0.11,lognormal,163.7,0.13
-M.LRM.2.bur.0.1.D.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,17.0,normal,129.0,13.6,lognormal,135.4,0.11,lognormal,144.4,0.13
-M.LRM.2.bur.0.1.D.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,20.5,normal,150.2,17.6,normal,159.7,15.2,lognormal,175.6,0.12
-M.LRM.2.bur.0.1.D.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.8,21.5,normal,158.3,19.7,normal,170.4,17.0,normal,191.5,20.4
-M.LRM.2.bur.0.1.D.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,19.5,lognormal,149.7,0.12,lognormal,150.8,0.12,lognormal,162.4,0.12
-M.LRM.2.bur.0.1.D.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.5,lognormal,131.8,0.11,lognormal,133.0,0.11,lognormal,142.8,0.12
-M.LRM.2.bur.0.1.D.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,14.7,lognormal,122.4,0.11,normal,123.0,12.2,lognormal,131.1,0.11
-M.LRM.2.bur.0.1.D.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,18.1,lognormal,139.1,0.12,lognormal,140.2,0.12,normal,150.4,15.8
-M.LRM.2.bur.0.1.D.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,18.8,lognormal,146.0,0.12,lognormal,147.4,0.12,lognormal,158.0,0.12
-M.LRM.2.bur.0.1.D.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.4,normal,139.1,19.6,lognormal,157.2,0.16,lognormal,200.9,0.12
-M.LRM.2.bur.0.1.D.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,18.3,lognormal,125.3,0.16,normal,138.1,18.4,lognormal,162.5,0.12
-M.LRM.2.bur.0.1.D.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,17.1,normal,116.3,15.6,normal,126.7,15.7,lognormal,145.7,0.13
-M.LRM.2.bur.0.1.D.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.7,lognormal,131.0,0.16,lognormal,144.7,0.15,lognormal,177.4,0.12
-M.LRM.2.bur.0.1.D.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.6,lognormal,137.1,0.16,lognormal,153.7,0.16,normal,189.8,18.5
-M.LRM.2.bur.0.1.D.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,19.9,lognormal,137.8,0.15,lognormal,146.1,0.13,lognormal,162.6,0.12
-M.LRM.2.bur.0.1.D.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.0,lognormal,123.2,0.15,normal,130.0,15.1,lognormal,142.9,0.11
-M.LRM.2.bur.0.1.D.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,17.0,normal,114.9,15.0,lognormal,120.9,0.12,normal,130.7,12.6
-M.LRM.2.bur.0.1.D.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.3,normal,128.6,17.3,lognormal,136.6,0.13,normal,150.2,15.9
-M.LRM.2.bur.0.1.D.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.7,lognormal,134.4,0.15,lognormal,143.3,0.13,lognormal,158.6,0.12
-M.LRM.2.bur.0.1.D.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.2,22.8,normal,161.5,18.8,normal,176.8,18.6,normal,195.5,16.9
-M.LRM.2.bur.0.1.D.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,18.7,normal,140.5,14.7,lognormal,149.5,0.11,lognormal,163.1,0.13
-M.LRM.2.bur.0.1.D.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,16.4,normal,128.8,13.8,normal,135.4,14.4,lognormal,145.3,0.13
-M.LRM.2.bur.0.1.D.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.8,20.8,normal,150.0,17.5,normal,159.6,15.4,lognormal,177.2,0.12
-M.LRM.2.bur.0.1.D.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,22.2,normal,158.1,18.6,normal,170.2,16.8,normal,188.9,17.9
-M.LRM.2.bur.0.1.D.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,19.4,lognormal,149.9,0.13,lognormal,151.0,0.12,lognormal,162.9,0.12
-M.LRM.2.bur.0.1.D.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,16.4,lognormal,131.7,0.11,lognormal,132.9,0.11,lognormal,142.4,0.12
-M.LRM.2.bur.0.1.D.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,15.0,lognormal,122.1,0.11,lognormal,122.9,0.11,lognormal,130.9,0.11
-M.LRM.2.bur.0.1.D.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,17.9,lognormal,139.3,0.12,lognormal,140.5,0.12,normal,150.4,15.8
-M.LRM.2.bur.0.1.D.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,18.5,lognormal,145.7,0.12,lognormal,147.0,0.12,lognormal,157.7,0.12
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.8,lognormal,140.1,0.16,lognormal,156.6,0.16,lognormal,202.6,0.12
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.1,lognormal,125.3,0.16,lognormal,137.3,0.15,normal,163.4,17.5
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,17.1,lognormal,116.6,0.15,lognormal,126.9,0.14,normal,148.1,17.2
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.8,lognormal,131.2,0.16,lognormal,145.0,0.15,normal,177.6,19.1
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,19.6,lognormal,136.6,0.16,lognormal,152.3,0.16,normal,192.2,20.7
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,20.7,normal,139.4,19.3,lognormal,155.3,0.15,normal,200.6,20.2
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,17.9,lognormal,125.3,0.16,lognormal,137.4,0.15,normal,162.7,17.4
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,17.0,lognormal,116.4,0.15,lognormal,127.4,0.15,normal,148.2,17.5
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,19.0,lognormal,131.1,0.16,lognormal,145.0,0.15,normal,177.2,19.0
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,19.9,lognormal,136.6,0.16,lognormal,153.1,0.17,normal,191.9,19.6
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.3,lognormal,140.2,0.16,lognormal,156.3,0.15,normal,195.1,20.6
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.2,lognormal,124.9,0.16,lognormal,136.4,0.14,lognormal,157.9,0.13
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,16.6,normal,116.5,16.1,normal,126.6,16.4,lognormal,142.4,0.13
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,18.9,lognormal,131.0,0.16,lognormal,145.0,0.15,lognormal,171.3,0.12
-M.LRM.2.bur.1.0.A.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,20.4,lognormal,137.0,0.16,lognormal,151.7,0.16,lognormal,186.2,0.12
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.2,24.2,normal,167.4,20.6,normal,180.5,20.8,normal,200.0,19.7
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,19.0,normal,144.7,17.8,normal,152.7,18.3,normal,164.3,18.1
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,17.8,normal,133.5,16.7,normal,138.5,16.7,normal,147.9,17.3
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,21.2,normal,154.1,19.4,normal,163.2,18.9,lognormal,178.2,0.12
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.0,23.3,normal,162.2,20.1,lognormal,173.2,0.12,normal,192.1,21.1
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,24.0,normal,166.8,20.9,normal,180.0,20.8,lognormal,200.0,0.11
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,18.9,lognormal,144.2,0.13,lognormal,152.2,0.13,normal,164.3,19.0
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,18.2,normal,133.0,16.4,normal,138.1,16.8,normal,148.1,17.6
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,20.6,normal,153.2,19.0,normal,162.8,18.8,normal,177.9,19.7
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.1,24.3,normal,162.2,20.3,normal,173.3,19.8,normal,191.7,20.5
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.8,23.4,lognormal,167.9,0.15,normal,178.6,20.4,lognormal,195.3,0.12
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,19.1,normal,142.7,16.5,lognormal,150.2,0.13,lognormal,158.0,0.13
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,17.8,lognormal,133.0,0.14,normal,138.2,17.3,normal,142.7,17.6
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,22.3,normal,152.8,18.3,normal,160.1,17.4,lognormal,170.4,0.12
-M.LRM.2.bur.1.0.A.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.5,22.6,normal,161.5,20.2,lognormal,173.7,0.13,lognormal,184.3,0.11
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.3,lognormal,140.2,0.16,lognormal,156.2,0.16,normal,201.2,20.9
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.5,lognormal,125.2,0.16,lognormal,137.4,0.15,normal,164.2,18.1
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,16.7,lognormal,116.3,0.15,lognormal,127.4,0.15,normal,149.0,18.1
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,18.8,lognormal,131.3,0.16,lognormal,145.9,0.16,normal,178.1,19.2
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,19.5,normal,135.9,18.9,lognormal,153.0,0.16,lognormal,193.5,0.12
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,20.1,lognormal,136.6,0.15,lognormal,153.3,0.15,normal,191.4,18.7
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,17.7,lognormal,122.9,0.16,normal,134.5,16.5,normal,159.4,16.1
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,16.6,lognormal,114.0,0.15,normal,124.8,15.4,normal,146.0,16.4
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.9,lognormal,127.8,0.15,normal,140.9,17.4,normal,171.6,16.5
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,20.2,lognormal,133.7,0.15,lognormal,149.4,0.15,lognormal,184.6,0.11
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.3,lognormal,136.2,0.15,lognormal,151.6,0.14,lognormal,188.8,0.12
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,17.7,normal,121.8,16.9,normal,134.0,16.6,lognormal,155.4,0.12
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,17.0,normal,113.8,15.3,normal,124.9,15.6,normal,142.3,17.0
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,18.4,lognormal,127.7,0.15,normal,140.7,17.4,lognormal,166.9,0.11
-M.LRM.2.bur.1.0.A.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,19.5,lognormal,133.0,0.15,lognormal,148.8,0.15,lognormal,179.6,0.11
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.2,24.2,normal,167.4,20.6,normal,180.5,20.8,normal,200.0,19.7
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,19.0,normal,144.7,17.8,normal,152.7,18.3,normal,164.3,18.1
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,17.8,normal,133.5,16.7,normal,138.5,16.7,normal,147.9,17.3
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,21.2,normal,154.1,19.4,normal,163.2,18.9,lognormal,178.2,0.12
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.0,23.3,normal,162.2,20.1,lognormal,173.2,0.12,normal,192.1,21.1
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,24.0,normal,166.8,20.9,normal,180.0,20.8,lognormal,200.0,0.11
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,18.9,lognormal,144.2,0.13,lognormal,152.2,0.13,normal,164.3,19.0
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,18.2,normal,133.0,16.4,normal,138.1,16.8,normal,148.1,17.6
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,20.6,normal,153.2,19.0,normal,162.8,18.8,normal,177.9,19.7
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.1,24.3,normal,162.2,20.3,normal,173.3,19.8,normal,191.7,20.5
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.8,23.4,lognormal,167.9,0.15,normal,178.6,20.4,lognormal,195.3,0.12
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,19.1,normal,142.7,16.5,lognormal,150.2,0.13,lognormal,158.0,0.13
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,17.8,lognormal,133.0,0.14,normal,138.2,17.3,normal,142.7,17.6
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,22.3,normal,152.8,18.3,normal,160.1,17.4,lognormal,170.4,0.12
-M.LRM.2.bur.1.0.A.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.5,22.6,normal,161.5,20.2,lognormal,173.7,0.13,lognormal,184.3,0.11
-M.LRM.2.bur.1.0.A.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,20.1,lognormal,134.8,0.15,lognormal,151.3,0.14,normal,191.7,17.7
-M.LRM.2.bur.1.0.A.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,17.6,lognormal,120.3,0.15,normal,133.5,16.6,normal,157.1,15.9
-M.LRM.2.bur.1.0.A.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.7,normal,112.1,14.6,lognormal,124.3,0.13,lognormal,143.7,0.12
-M.LRM.2.bur.1.0.A.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.4,lognormal,125.8,0.15,normal,140.3,17.2,normal,170.3,17.0
-M.LRM.2.bur.1.0.A.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,19.5,lognormal,131.2,0.15,lognormal,148.2,0.14,normal,183.6,18.1
-M.LRM.2.bur.1.0.A.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,20.1,lognormal,133.5,0.14,lognormal,145.3,0.13,normal,158.6,15.6
-M.LRM.2.bur.1.0.A.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,17.5,lognormal,119.7,0.15,normal,128.9,14.2,lognormal,136.8,0.1
-M.LRM.2.bur.1.0.A.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,16.6,lognormal,112.1,0.14,lognormal,121.0,0.13,normal,127.2,12.6
-M.LRM.2.bur.1.0.A.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.4,normal,124.9,16.2,lognormal,135.2,0.12,lognormal,145.7,0.11
-M.LRM.2.bur.1.0.A.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.1,lognormal,130.5,0.14,lognormal,141.5,0.12,lognormal,154.5,0.11
-M.LRM.2.bur.1.0.A.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.4,23.8,normal,166.2,20.4,lognormal,179.0,0.13,normal,193.2,18.4
-M.LRM.2.bur.1.0.A.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.4,normal,144.7,17.8,lognormal,151.6,0.13,normal,158.7,17.3
-M.LRM.2.bur.1.0.A.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,17.7,lognormal,132.6,0.13,normal,138.1,17.1,lognormal,144.3,0.13
-M.LRM.2.bur.1.0.A.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,21.4,normal,153.9,19.5,normal,161.2,17.5,lognormal,170.3,0.11
-M.LRM.2.bur.1.0.A.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.8,23.6,normal,162.2,20.3,normal,171.6,18.3,lognormal,185.9,0.11
-M.LRM.2.bur.1.0.A.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,19.6,lognormal,148.9,0.12,lognormal,149.9,0.11,lognormal,158.6,0.11
-M.LRM.2.bur.1.0.A.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,16.8,lognormal,132.1,0.12,normal,132.9,14.3,normal,137.8,13.3
-M.LRM.2.bur.1.0.A.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.0,15.5,lognormal,123.2,0.12,lognormal,123.9,0.11,lognormal,127.4,0.11
-M.LRM.2.bur.1.0.A.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,17.8,normal,138.6,14.8,lognormal,139.6,0.11,lognormal,146.5,0.11
-M.LRM.2.bur.1.0.A.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,18.7,lognormal,145.9,0.12,lognormal,146.9,0.12,normal,154.9,16.3
-M.LRM.2.bur.1.0.A.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.4,lognormal,139.5,0.16,lognormal,156.5,0.16,normal,192.9,18.9
-M.LRM.2.bur.1.0.A.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,17.7,lognormal,125.5,0.16,normal,136.7,17.6,normal,158.5,17.2
-M.LRM.2.bur.1.0.A.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,16.7,lognormal,117.1,0.16,normal,126.6,16.1,lognormal,144.4,0.12
-M.LRM.2.bur.1.0.A.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,19.0,lognormal,131.1,0.16,lognormal,144.4,0.15,normal,171.3,17.7
-M.LRM.2.bur.1.0.A.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,19.4,lognormal,136.9,0.16,lognormal,151.6,0.15,normal,185.6,18.8
-M.LRM.2.bur.1.0.A.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.1,lognormal,137.8,0.15,lognormal,145.9,0.13,lognormal,159.3,0.11
-M.LRM.2.bur.1.0.A.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,17.7,lognormal,123.0,0.15,lognormal,129.9,0.13,normal,137.8,13.6
-M.LRM.2.bur.1.0.A.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,16.8,normal,114.9,15.0,lognormal,120.9,0.12,normal,126.8,12.3
-M.LRM.2.bur.1.0.A.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.9,normal,128.0,16.9,normal,135.2,15.5,normal,145.5,14.2
-M.LRM.2.bur.1.0.A.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,19.5,lognormal,134.5,0.15,lognormal,142.9,0.13,lognormal,154.3,0.11
-M.LRM.2.bur.1.0.A.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,24.1,normal,167.7,21.5,normal,178.5,19.4,lognormal,194.1,0.11
-M.LRM.2.bur.1.0.A.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,18.7,normal,143.2,16.7,lognormal,150.7,0.13,lognormal,158.3,0.12
-M.LRM.2.bur.1.0.A.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.9,normal,133.0,16.5,lognormal,139.2,0.14,normal,144.4,16.5
-M.LRM.2.bur.1.0.A.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,20.9,lognormal,154.0,0.14,normal,162.5,18.6,normal,172.5,18.3
-M.LRM.2.bur.1.0.A.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.4,23.2,lognormal,162.7,0.14,normal,172.7,19.5,normal,184.9,18.4
-M.LRM.2.bur.1.0.A.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,19.6,lognormal,149.0,0.12,lognormal,150.1,0.11,lognormal,158.6,0.11
-M.LRM.2.bur.1.0.A.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.7,normal,131.7,14.1,normal,132.8,14.3,normal,137.8,13.4
-M.LRM.2.bur.1.0.A.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,15.7,lognormal,123.4,0.12,lognormal,124.1,0.11,normal,127.1,12.4
-M.LRM.2.bur.1.0.A.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,17.8,normal,138.5,14.9,lognormal,139.4,0.11,lognormal,146.2,0.11
-M.LRM.2.bur.1.0.A.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,19.2,lognormal,145.7,0.12,normal,146.3,15.4,lognormal,153.9,0.11
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,20.3,lognormal,140.0,0.16,lognormal,157.6,0.17,normal,200.2,21.2
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,17.9,normal,124.9,17.6,normal,135.8,17.1,lognormal,163.3,0.12
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,17.1,lognormal,116.6,0.15,normal,126.8,16.5,normal,147.6,16.9
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,18.9,lognormal,131.0,0.16,lognormal,145.2,0.15,normal,177.6,20.0
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,19.9,lognormal,137.4,0.16,lognormal,152.1,0.16,lognormal,192.6,0.12
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.1,lognormal,139.8,0.16,lognormal,157.0,0.16,normal,198.1,18.5
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,18.3,lognormal,125.2,0.16,lognormal,137.3,0.15,normal,163.5,18.8
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,17.0,lognormal,116.2,0.15,normal,126.6,16.3,normal,147.2,17.1
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.6,lognormal,131.1,0.16,lognormal,145.3,0.15,normal,176.3,18.8
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,19.6,lognormal,136.5,0.16,lognormal,151.8,0.15,normal,189.2,18.4
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.5,lognormal,140.2,0.16,lognormal,157.3,0.17,normal,195.0,21.4
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.2,lognormal,124.4,0.15,normal,136.2,17.6,lognormal,157.1,0.13
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,17.1,normal,116.3,16.1,normal,126.3,16.2,lognormal,142.7,0.13
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,19.1,lognormal,130.7,0.16,lognormal,144.6,0.15,normal,168.4,17.7
-M.LRM.2.bur.1.0.B.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,20.5,lognormal,137.4,0.16,lognormal,152.0,0.16,lognormal,185.2,0.13
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.4,23.9,normal,167.6,22.0,normal,178.9,20.8,normal,200.3,21.7
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.7,normal,143.4,16.9,lognormal,151.6,0.13,normal,162.9,18.6
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,18.7,lognormal,133.7,0.14,normal,138.6,17.1,normal,148.4,17.3
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,22.4,normal,153.8,19.2,normal,162.7,18.3,normal,176.5,18.8
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.8,normal,162.2,20.5,normal,171.8,19.0,normal,191.4,21.6
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.8,22.4,normal,165.8,21.0,lognormal,179.1,0.13,normal,199.3,20.0
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,18.6,lognormal,144.3,0.13,normal,152.4,18.4,normal,163.0,17.8
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,17.9,normal,133.0,16.4,normal,138.1,16.7,lognormal,148.2,0.13
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.3,20.4,normal,153.6,18.8,normal,161.8,18.1,normal,175.3,18.1
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,23.1,normal,162.6,21.3,normal,173.7,20.0,lognormal,192.4,0.12
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.0,24.0,normal,166.3,21.7,lognormal,179.1,0.13,normal,193.3,20.5
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.2,lognormal,142.9,0.13,lognormal,149.9,0.13,lognormal,157.3,0.13
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,18.0,normal,133.0,16.5,normal,137.6,16.6,lognormal,142.5,0.13
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,20.2,lognormal,152.6,0.14,normal,159.9,17.8,lognormal,170.1,0.12
-M.LRM.2.bur.1.0.B.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.2,23.4,normal,161.3,20.1,normal,171.5,19.5,normal,183.9,19.2
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.0,normal,139.0,19.5,lognormal,156.7,0.16,normal,200.7,21.6
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,17.8,lognormal,124.4,0.15,lognormal,137.6,0.15,lognormal,162.8,0.12
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.1,16.7,lognormal,116.7,0.15,lognormal,126.8,0.14,normal,147.4,17.7
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,19.1,lognormal,131.2,0.16,lognormal,144.6,0.15,normal,178.3,21.1
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,20.0,lognormal,136.7,0.16,lognormal,151.9,0.15,lognormal,192.5,0.12
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.1,normal,135.5,18.0,lognormal,152.6,0.15,normal,190.5,18.4
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,17.8,lognormal,122.4,0.15,normal,133.7,16.2,normal,158.4,15.2
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,16.9,normal,114.0,15.3,normal,125.0,15.3,normal,146.4,16.6
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.8,lognormal,128.0,0.15,lognormal,140.7,0.13,normal,171.3,17.8
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,19.6,lognormal,133.4,0.15,normal,148.5,19.6,lognormal,182.5,0.11
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,19.4,lognormal,136.0,0.15,lognormal,151.5,0.14,normal,187.2,19.5
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,17.8,lognormal,121.8,0.15,normal,133.5,16.6,lognormal,154.6,0.12
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,16.9,lognormal,114.2,0.15,normal,125.0,15.4,lognormal,141.6,0.13
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.5,normal,127.1,17.5,lognormal,141.0,0.14,normal,166.8,17.8
-M.LRM.2.bur.1.0.B.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,20.1,lognormal,133.1,0.15,lognormal,148.8,0.15,normal,179.6,18.7
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.4,23.9,normal,167.6,22.0,normal,178.9,20.8,normal,200.3,21.7
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.7,normal,143.4,16.9,lognormal,151.6,0.13,normal,162.9,18.6
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,18.7,lognormal,133.7,0.14,normal,138.6,17.1,normal,148.4,17.3
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,22.4,normal,153.8,19.2,normal,162.7,18.3,normal,176.5,18.8
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.8,normal,162.2,20.5,normal,171.8,19.0,normal,191.4,21.6
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.8,22.4,normal,165.8,21.0,lognormal,179.1,0.13,normal,199.3,20.0
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,18.6,lognormal,144.3,0.13,normal,152.4,18.4,normal,163.0,17.8
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,17.9,normal,133.0,16.4,normal,138.1,16.7,lognormal,148.2,0.13
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.3,20.4,normal,153.6,18.8,normal,161.8,18.1,normal,175.3,18.1
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,23.1,normal,162.6,21.3,normal,173.7,20.0,lognormal,192.4,0.12
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.0,24.0,normal,166.3,21.7,lognormal,179.1,0.13,normal,193.3,20.5
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.2,lognormal,142.9,0.13,lognormal,149.9,0.13,lognormal,157.3,0.13
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,18.0,normal,133.0,16.5,normal,137.6,16.6,lognormal,142.5,0.13
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,20.2,lognormal,152.6,0.14,normal,159.9,17.8,lognormal,170.1,0.12
-M.LRM.2.bur.1.0.B.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.2,23.4,normal,161.3,20.1,normal,171.5,19.5,normal,183.9,19.2
-M.LRM.2.bur.1.0.B.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,19.5,lognormal,134.2,0.15,normal,151.2,19.6,lognormal,190.8,0.11
-M.LRM.2.bur.1.0.B.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,17.7,lognormal,120.3,0.15,normal,132.6,15.6,normal,156.8,16.5
-M.LRM.2.bur.1.0.B.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.4,lognormal,112.0,0.14,normal,124.1,15.1,lognormal,143.5,0.12
-M.LRM.2.bur.1.0.B.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,18.8,lognormal,125.9,0.15,normal,140.0,17.0,normal,169.6,18.1
-M.LRM.2.bur.1.0.B.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,19.1,lognormal,131.4,0.15,lognormal,147.8,0.14,lognormal,183.3,0.11
-M.LRM.2.bur.1.0.B.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,19.1,lognormal,133.8,0.14,lognormal,145.0,0.12,lognormal,158.6,0.11
-M.LRM.2.bur.1.0.B.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,17.7,lognormal,119.4,0.14,normal,128.5,14.6,normal,137.1,13.1
-M.LRM.2.bur.1.0.B.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,16.7,normal,111.9,14.4,lognormal,120.5,0.12,normal,126.6,12.1
-M.LRM.2.bur.1.0.B.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.2,lognormal,125.2,0.15,lognormal,135.4,0.13,lognormal,145.8,0.11
-M.LRM.2.bur.1.0.B.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.4,lognormal,130.3,0.14,normal,141.1,16.0,lognormal,153.8,0.11
-M.LRM.2.bur.1.0.B.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.3,24.3,normal,166.8,20.7,lognormal,179.0,0.13,normal,193.0,18.2
-M.LRM.2.bur.1.0.B.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,19.2,lognormal,143.9,0.13,lognormal,151.2,0.13,normal,157.4,16.6
-M.LRM.2.bur.1.0.B.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,17.9,normal,132.7,16.2,normal,138.1,16.6,normal,144.3,16.6
-M.LRM.2.bur.1.0.B.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,21.3,normal,152.9,18.5,lognormal,161.2,0.12,lognormal,171.9,0.12
-M.LRM.2.bur.1.0.B.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.9,21.7,normal,161.0,19.6,lognormal,172.5,0.13,lognormal,185.5,0.11
-M.LRM.2.bur.1.0.B.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.1,19.0,lognormal,148.9,0.12,lognormal,150.0,0.12,normal,158.9,15.7
-M.LRM.2.bur.1.0.B.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,16.1,normal,130.9,13.4,normal,131.6,13.0,lognormal,136.9,0.1
-M.LRM.2.bur.1.0.B.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,15.6,normal,123.0,13.2,lognormal,123.8,0.11,normal,126.7,12.1
-M.LRM.2.bur.1.0.B.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.2,16.9,lognormal,137.7,0.11,lognormal,138.7,0.11,normal,145.0,14.2
-M.LRM.2.bur.1.0.B.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,19.0,lognormal,145.4,0.12,normal,146.2,15.5,lognormal,154.3,0.11
-M.LRM.2.bur.1.0.B.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,21.0,normal,140.1,20.6,lognormal,156.5,0.16,normal,192.9,19.0
-M.LRM.2.bur.1.0.B.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.0,lognormal,125.3,0.16,normal,136.4,17.8,normal,156.9,16.5
-M.LRM.2.bur.1.0.B.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,16.9,normal,116.4,16.2,lognormal,126.7,0.14,lognormal,144.7,0.13
-M.LRM.2.bur.1.0.B.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,18.7,lognormal,131.2,0.16,lognormal,144.2,0.15,normal,170.9,17.8
-M.LRM.2.bur.1.0.B.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,20.6,normal,136.6,19.8,lognormal,152.1,0.16,normal,184.6,19.0
-M.LRM.2.bur.1.0.B.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,20.2,lognormal,137.7,0.15,lognormal,146.3,0.13,lognormal,158.9,0.11
-M.LRM.2.bur.1.0.B.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,17.9,normal,122.5,16.4,lognormal,129.1,0.12,lognormal,137.6,0.11
-M.LRM.2.bur.1.0.B.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,17.1,normal,114.8,14.9,normal,120.9,13.8,normal,127.2,12.5
-M.LRM.2.bur.1.0.B.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.7,normal,128.8,17.6,normal,135.3,15.4,normal,145.1,14.1
-M.LRM.2.bur.1.0.B.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,19.9,normal,133.7,17.6,lognormal,142.3,0.13,lognormal,154.7,0.11
-M.LRM.2.bur.1.0.B.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.2,23.2,normal,165.9,20.4,lognormal,178.3,0.12,normal,193.3,18.4
-M.LRM.2.bur.1.0.B.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.0,18.7,lognormal,143.7,0.13,lognormal,150.6,0.13,normal,157.0,16.5
-M.LRM.2.bur.1.0.B.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,18.1,normal,132.9,15.9,normal,138.0,16.4,lognormal,144.3,0.12
-M.LRM.2.bur.1.0.B.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.4,20.5,normal,152.6,18.7,normal,160.7,17.9,lognormal,170.6,0.11
-M.LRM.2.bur.1.0.B.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.6,22.8,normal,162.5,20.6,normal,172.4,19.0,normal,184.4,18.0
-M.LRM.2.bur.1.0.B.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,19.5,lognormal,149.4,0.12,normal,150.1,15.8,lognormal,159.4,0.11
-M.LRM.2.bur.1.0.B.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,16.1,lognormal,131.0,0.11,lognormal,131.8,0.11,lognormal,137.0,0.1
-M.LRM.2.bur.1.0.B.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,15.3,lognormal,123.1,0.12,normal,123.8,13.3,normal,126.9,12.4
-M.LRM.2.bur.1.0.B.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.3,17.1,lognormal,137.8,0.11,lognormal,138.8,0.11,lognormal,145.4,0.11
-M.LRM.2.bur.1.0.B.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,18.3,lognormal,145.2,0.12,lognormal,146.1,0.11,lognormal,153.9,0.11
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.2,lognormal,140.5,0.16,lognormal,156.3,0.16,normal,199.2,21.1
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,17.9,lognormal,125.2,0.16,normal,136.7,17.9,normal,162.2,17.5
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,17.1,lognormal,116.5,0.15,lognormal,126.8,0.14,normal,147.0,16.9
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.9,lognormal,131.1,0.16,normal,144.2,19.6,normal,176.0,19.4
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,19.6,lognormal,136.6,0.16,lognormal,151.6,0.16,normal,191.7,21.3
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.4,lognormal,140.2,0.16,lognormal,157.8,0.17,normal,198.8,20.0
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,18.4,lognormal,124.7,0.15,lognormal,137.3,0.15,normal,162.1,18.1
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,17.0,lognormal,116.4,0.15,lognormal,127.6,0.15,normal,147.0,16.9
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,18.9,lognormal,130.9,0.16,lognormal,144.5,0.15,normal,175.3,19.5
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.9,lognormal,136.3,0.16,normal,151.1,20.9,lognormal,191.4,0.12
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,20.2,lognormal,139.8,0.16,lognormal,154.7,0.15,lognormal,192.3,0.11
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.1,lognormal,124.3,0.15,lognormal,135.6,0.14,lognormal,155.5,0.12
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,17.3,normal,116.3,15.8,lognormal,127.0,0.14,normal,142.4,17.7
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.8,lognormal,130.3,0.16,lognormal,143.4,0.15,normal,168.7,19.2
-M.LRM.2.bur.1.0.C.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,19.6,lognormal,136.7,0.16,normal,150.1,19.8,normal,183.3,19.4
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.4,22.8,normal,167.0,21.6,normal,178.3,20.7,normal,199.5,21.5
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.4,normal,142.9,16.9,lognormal,151.0,0.13,normal,161.7,17.6
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,18.2,normal,132.8,16.0,normal,137.7,16.3,lognormal,147.7,0.13
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,21.0,normal,153.0,18.6,normal,161.5,18.0,normal,175.1,18.3
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.4,22.1,normal,160.6,19.2,lognormal,172.9,0.13,normal,191.3,21.3
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.7,23.7,normal,166.4,20.9,lognormal,178.5,0.12,lognormal,199.2,0.11
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,18.9,lognormal,143.6,0.13,lognormal,151.2,0.13,normal,161.4,17.5
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,17.7,normal,132.9,16.4,normal,138.0,16.7,normal,147.5,16.9
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.8,20.7,normal,152.1,18.5,normal,160.8,17.9,lognormal,176.8,0.13
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,22.3,normal,160.2,19.0,normal,171.5,18.7,normal,191.3,21.6
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.7,24.1,normal,166.1,21.0,lognormal,178.1,0.13,lognormal,193.4,0.12
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,19.0,lognormal,142.5,0.13,lognormal,149.0,0.13,normal,155.9,18.0
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,17.9,normal,132.2,15.6,lognormal,137.6,0.13,lognormal,142.4,0.13
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,20.5,lognormal,151.6,0.13,normal,158.6,17.2,lognormal,169.1,0.12
-M.LRM.2.bur.1.0.C.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,22.3,normal,160.5,19.2,lognormal,170.2,0.12,lognormal,184.2,0.12
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,20.5,normal,139.3,19.5,lognormal,156.4,0.16,normal,198.1,20.3
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,18.2,lognormal,124.4,0.15,lognormal,136.9,0.15,normal,162.0,18.2
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,16.9,normal,116.2,16.0,lognormal,127.0,0.14,normal,147.4,17.5
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,18.6,lognormal,130.8,0.16,lognormal,144.7,0.15,normal,175.5,18.7
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,19.3,lognormal,137.2,0.16,lognormal,152.4,0.16,lognormal,191.5,0.12
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,20.0,lognormal,137.1,0.16,lognormal,153.1,0.15,lognormal,188.9,0.1
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,17.6,lognormal,121.7,0.15,lognormal,134.4,0.14,normal,158.1,15.6
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,17.0,normal,113.8,15.2,normal,124.8,15.4,normal,145.2,15.6
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.1,lognormal,127.1,0.15,normal,140.2,16.9,normal,168.9,15.7
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,19.4,lognormal,133.6,0.15,lognormal,147.8,0.14,lognormal,184.2,0.11
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.2,lognormal,137.1,0.16,normal,152.8,20.2,lognormal,186.0,0.11
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,17.6,lognormal,121.8,0.15,lognormal,132.9,0.13,normal,153.7,17.4
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,16.9,lognormal,114.0,0.15,normal,124.7,15.3,normal,140.4,15.9
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.6,lognormal,127.7,0.15,normal,140.7,17.6,normal,165.6,17.4
-M.LRM.2.bur.1.0.C.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,20.1,lognormal,133.1,0.15,lognormal,148.0,0.14,lognormal,177.6,0.11
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.4,22.8,normal,167.0,21.6,normal,178.3,20.7,normal,199.5,21.5
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.4,normal,142.9,16.9,lognormal,151.0,0.13,normal,161.7,17.6
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,18.2,normal,132.8,16.0,normal,137.7,16.3,lognormal,147.7,0.13
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,21.0,normal,153.0,18.6,normal,161.5,18.0,normal,175.1,18.3
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.4,22.1,normal,160.6,19.2,lognormal,172.9,0.13,normal,191.3,21.3
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.7,23.7,normal,166.4,20.9,lognormal,178.5,0.12,lognormal,199.2,0.11
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,18.9,lognormal,143.6,0.13,lognormal,151.2,0.13,normal,161.4,17.5
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,17.7,normal,132.9,16.4,normal,138.0,16.7,normal,147.5,16.9
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.8,20.7,normal,152.1,18.5,normal,160.8,17.9,lognormal,176.8,0.13
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,22.3,normal,160.2,19.0,normal,171.5,18.7,normal,191.3,21.6
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.7,24.1,normal,166.1,21.0,lognormal,178.1,0.13,lognormal,193.4,0.12
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,19.0,lognormal,142.5,0.13,lognormal,149.0,0.13,normal,155.9,18.0
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,17.9,normal,132.2,15.6,lognormal,137.6,0.13,lognormal,142.4,0.13
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,20.5,lognormal,151.6,0.13,normal,158.6,17.2,lognormal,169.1,0.12
-M.LRM.2.bur.1.0.C.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,22.3,normal,160.5,19.2,lognormal,170.2,0.12,lognormal,184.2,0.12
-M.LRM.2.bur.1.0.C.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,19.7,lognormal,134.7,0.15,lognormal,151.7,0.14,lognormal,189.5,0.1
-M.LRM.2.bur.1.0.C.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,17.4,lognormal,120.3,0.15,normal,133.7,16.5,lognormal,155.9,0.11
-M.LRM.2.bur.1.0.C.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.3,lognormal,112.5,0.14,normal,123.6,14.6,lognormal,143.1,0.12
-M.LRM.2.bur.1.0.C.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.5,lognormal,125.9,0.15,lognormal,139.8,0.13,lognormal,168.5,0.11
-M.LRM.2.bur.1.0.C.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,18.9,lognormal,131.3,0.15,normal,147.0,17.9,lognormal,183.1,0.11
-M.LRM.2.bur.1.0.C.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,20.2,lognormal,133.4,0.14,lognormal,145.5,0.13,lognormal,159.4,0.11
-M.LRM.2.bur.1.0.C.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,17.4,lognormal,119.6,0.15,normal,128.0,13.9,lognormal,136.7,0.1
-M.LRM.2.bur.1.0.C.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.6,normal,112.1,14.5,lognormal,120.6,0.12,normal,126.7,12.2
-M.LRM.2.bur.1.0.C.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.4,normal,124.7,16.4,lognormal,134.7,0.12,lognormal,145.2,0.11
-M.LRM.2.bur.1.0.C.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,20.0,normal,130.4,16.8,lognormal,141.3,0.12,lognormal,154.6,0.11
-M.LRM.2.bur.1.0.C.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,24.3,normal,165.6,20.3,normal,178.1,20.8,normal,191.1,17.9
-M.LRM.2.bur.1.0.C.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,18.3,lognormal,142.9,0.13,lognormal,149.5,0.12,normal,156.8,16.7
-M.LRM.2.bur.1.0.C.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,17.6,normal,132.8,16.4,normal,137.6,16.7,normal,143.5,16.1
-M.LRM.2.bur.1.0.C.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,20.7,normal,152.1,18.0,lognormal,160.8,0.12,lognormal,170.0,0.12
-M.LRM.2.bur.1.0.C.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.1,22.1,normal,161.7,20.7,normal,170.7,18.2,normal,183.6,17.9
-M.LRM.2.bur.1.0.C.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,19.2,lognormal,148.9,0.12,lognormal,150.1,0.12,lognormal,158.8,0.11
-M.LRM.2.bur.1.0.C.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,16.1,normal,130.3,13.1,normal,131.0,12.8,lognormal,136.5,0.1
-M.LRM.2.bur.1.0.C.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,15.9,normal,123.0,13.2,lognormal,123.7,0.11,normal,126.7,12.3
-M.LRM.2.bur.1.0.C.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.2,17.6,lognormal,138.4,0.12,lognormal,139.3,0.11,lognormal,145.7,0.11
-M.LRM.2.bur.1.0.C.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,18.8,lognormal,145.3,0.12,lognormal,146.1,0.12,normal,153.6,15.1
-M.LRM.2.bur.1.0.C.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.1,normal,139.2,19.4,lognormal,155.8,0.16,normal,191.9,19.0
-M.LRM.2.bur.1.0.C.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.1,normal,124.4,17.6,lognormal,135.9,0.14,normal,156.6,16.9
-M.LRM.2.bur.1.0.C.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.1,17.0,normal,116.6,16.2,normal,126.9,16.7,lognormal,143.5,0.12
-M.LRM.2.bur.1.0.C.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,19.2,lognormal,131.3,0.16,lognormal,145.4,0.15,lognormal,169.6,0.11
-M.LRM.2.bur.1.0.C.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,20.0,lognormal,136.5,0.16,lognormal,151.6,0.16,normal,183.0,17.8
-M.LRM.2.bur.1.0.C.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.6,normal,137.9,18.6,lognormal,145.3,0.12,normal,158.2,15.3
-M.LRM.2.bur.1.0.C.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,17.9,lognormal,122.3,0.14,lognormal,128.9,0.12,lognormal,136.7,0.1
-M.LRM.2.bur.1.0.C.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,16.8,normal,114.7,14.9,lognormal,120.7,0.12,normal,126.9,12.4
-M.LRM.2.bur.1.0.C.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.4,lognormal,128.3,0.15,normal,135.3,15.4,lognormal,145.8,0.11
-M.LRM.2.bur.1.0.C.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,19.9,normal,134.4,18.3,normal,141.6,16.3,normal,153.3,15.2
-M.LRM.2.bur.1.0.C.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.8,23.5,normal,165.8,20.3,lognormal,177.9,0.13,normal,192.5,19.2
-M.LRM.2.bur.1.0.C.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,18.8,normal,142.6,16.4,lognormal,149.1,0.12,lognormal,157.5,0.12
-M.LRM.2.bur.1.0.C.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,17.7,normal,132.9,16.7,normal,137.7,16.7,lognormal,143.7,0.12
-M.LRM.2.bur.1.0.C.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,20.4,normal,152.8,18.5,normal,160.3,17.4,normal,170.5,18.1
-M.LRM.2.bur.1.0.C.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.2,21.9,normal,160.4,19.5,normal,171.1,19.5,normal,182.9,18.1
-M.LRM.2.bur.1.0.C.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,18.5,lognormal,148.3,0.12,lognormal,149.4,0.12,lognormal,158.7,0.11
-M.LRM.2.bur.1.0.C.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,16.2,lognormal,130.6,0.11,lognormal,131.4,0.11,normal,136.6,13.1
-M.LRM.2.bur.1.0.C.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.0,15.7,lognormal,123.3,0.12,normal,123.9,13.2,normal,127.0,12.6
-M.LRM.2.bur.1.0.C.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.1,17.4,normal,137.7,14.8,lognormal,138.6,0.11,lognormal,145.6,0.11
-M.LRM.2.bur.1.0.C.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,18.5,normal,144.8,15.3,lognormal,146.0,0.11,normal,153.5,15.1
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.3,lognormal,140.4,0.16,lognormal,156.4,0.16,normal,204.1,21.4
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.3,lognormal,125.6,0.16,lognormal,138.1,0.15,normal,167.0,18.6
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,17.4,normal,116.4,16.0,normal,126.6,16.4,normal,147.8,16.8
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,19.0,lognormal,131.2,0.16,lognormal,145.7,0.15,normal,179.6,19.0
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,19.5,lognormal,136.9,0.16,lognormal,152.7,0.16,normal,196.3,21.3
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,20.5,lognormal,140.2,0.16,lognormal,156.3,0.16,normal,206.0,22.8
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.2,lognormal,125.3,0.16,lognormal,137.8,0.15,normal,165.4,17.7
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,17.0,lognormal,116.7,0.15,normal,126.9,16.5,normal,148.9,18.3
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.8,lognormal,130.9,0.16,lognormal,146.1,0.16,normal,179.5,19.0
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.9,lognormal,136.8,0.16,lognormal,153.1,0.16,normal,194.0,20.2
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,19.8,lognormal,139.7,0.16,lognormal,156.9,0.16,lognormal,199.4,0.12
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,18.3,lognormal,125.6,0.16,lognormal,138.3,0.15,normal,162.0,18.9
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,17.0,lognormal,116.7,0.15,lognormal,127.5,0.15,lognormal,143.3,0.13
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,18.9,lognormal,130.6,0.16,lognormal,145.4,0.16,lognormal,175.7,0.13
-M.LRM.2.bur.1.0.D.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,19.7,lognormal,137.6,0.16,lognormal,153.7,0.16,normal,190.4,21.3
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.3,24.1,normal,167.2,20.8,normal,181.5,22.1,lognormal,205.7,0.12
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,20.4,lognormal,146.6,0.14,normal,154.4,19.0,normal,166.3,18.0
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,18.2,normal,133.7,16.5,normal,139.1,16.9,normal,148.3,17.1
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.3,normal,154.7,19.4,lognormal,164.9,0.13,normal,181.3,20.3
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.8,24.0,normal,163.4,21.2,lognormal,175.9,0.13,lognormal,198.8,0.13
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.1,22.9,lognormal,168.1,0.15,lognormal,183.8,0.14,normal,204.1,20.6
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.3,20.0,lognormal,146.6,0.14,normal,153.6,18.1,normal,165.8,18.1
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,18.3,normal,133.0,16.4,normal,138.3,16.8,lognormal,148.7,0.13
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.7,22.0,lognormal,154.3,0.14,lognormal,164.3,0.13,normal,181.0,21.0
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.6,23.6,normal,163.9,22.1,normal,176.0,21.2,normal,195.9,21.0
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.6,25.1,lognormal,168.9,0.15,normal,181.5,22.0,lognormal,197.9,0.11
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,20.2,lognormal,146.4,0.14,normal,154.1,18.0,normal,160.6,17.8
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,18.3,normal,133.5,16.3,normal,138.8,16.8,lognormal,143.4,0.13
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.2,lognormal,155.8,0.14,normal,164.4,18.8,normal,174.8,19.8
-M.LRM.2.bur.1.0.D.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.0,23.8,normal,163.5,21.1,normal,175.2,19.7,normal,188.9,19.8
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.5,lognormal,139.7,0.16,lognormal,156.2,0.16,normal,203.7,21.5
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.0,lognormal,125.2,0.16,lognormal,137.4,0.15,normal,166.3,18.3
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,17.1,normal,116.5,16.0,lognormal,127.1,0.14,normal,147.8,17.4
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.8,lognormal,131.5,0.16,lognormal,145.6,0.15,normal,179.9,19.0
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,20.2,lognormal,136.9,0.16,lognormal,152.8,0.16,normal,194.0,20.4
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.1,lognormal,136.4,0.16,lognormal,153.5,0.15,normal,193.0,18.7
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.5,normal,121.9,16.8,lognormal,135.4,0.14,normal,162.7,16.2
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,17.0,lognormal,114.4,0.15,normal,124.8,15.6,normal,146.4,16.0
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,19.1,lognormal,127.6,0.15,lognormal,142.3,0.15,normal,174.7,17.3
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,19.4,lognormal,133.6,0.16,lognormal,149.0,0.14,lognormal,187.7,0.11
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,19.7,lognormal,136.0,0.15,lognormal,152.5,0.15,normal,189.3,17.4
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,18.1,lognormal,122.6,0.15,lognormal,135.2,0.14,normal,159.0,17.5
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,16.9,lognormal,114.2,0.15,normal,124.8,15.5,normal,142.7,17.2
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.2,lognormal,127.8,0.15,lognormal,142.1,0.14,lognormal,171.4,0.11
-M.LRM.2.bur.1.0.D.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,20.0,normal,133.0,18.0,lognormal,148.9,0.15,normal,182.6,17.3
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.3,24.1,normal,167.2,20.8,normal,181.5,22.1,lognormal,205.7,0.12
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,20.4,lognormal,146.6,0.14,normal,154.4,19.0,normal,166.3,18.0
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,18.2,normal,133.7,16.5,normal,139.1,16.9,normal,148.3,17.1
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.3,normal,154.7,19.4,lognormal,164.9,0.13,normal,181.3,20.3
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.8,24.0,normal,163.4,21.2,lognormal,175.9,0.13,lognormal,198.8,0.13
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.1,22.9,lognormal,168.1,0.15,lognormal,183.8,0.14,normal,204.1,20.6
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.3,20.0,lognormal,146.6,0.14,normal,153.6,18.1,normal,165.8,18.1
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,18.3,normal,133.0,16.4,normal,138.3,16.8,lognormal,148.7,0.13
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.7,22.0,lognormal,154.3,0.14,lognormal,164.3,0.13,normal,181.0,21.0
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.6,23.6,normal,163.9,22.1,normal,176.0,21.2,normal,195.9,21.0
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.6,25.1,lognormal,168.9,0.15,normal,181.5,22.0,lognormal,197.9,0.11
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,20.2,lognormal,146.4,0.14,normal,154.1,18.0,normal,160.6,17.8
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,18.3,normal,133.5,16.3,normal,138.8,16.8,lognormal,143.4,0.13
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.2,lognormal,155.8,0.14,normal,164.4,18.8,normal,174.8,19.8
-M.LRM.2.bur.1.0.D.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.0,23.8,normal,163.5,21.1,normal,175.2,19.7,normal,188.9,19.8
-M.LRM.2.bur.1.0.D.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,19.7,lognormal,134.6,0.15,normal,150.5,18.7,lognormal,193.9,0.1
-M.LRM.2.bur.1.0.D.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,17.8,lognormal,120.3,0.15,normal,133.7,16.7,normal,162.2,17.7
-M.LRM.2.bur.1.0.D.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,16.7,lognormal,112.4,0.14,lognormal,123.9,0.13,lognormal,144.7,0.13
-M.LRM.2.bur.1.0.D.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,19.1,normal,125.7,16.6,normal,140.1,16.8,normal,174.9,18.2
-M.LRM.2.bur.1.0.D.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,19.3,lognormal,131.2,0.15,lognormal,147.7,0.14,normal,185.5,16.8
-M.LRM.2.bur.1.0.D.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,19.6,lognormal,134.0,0.15,lognormal,145.7,0.13,normal,158.5,15.6
-M.LRM.2.bur.1.0.D.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,17.9,lognormal,119.6,0.14,lognormal,129.8,0.13,normal,138.4,13.7
-M.LRM.2.bur.1.0.D.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,16.7,normal,111.5,13.9,lognormal,120.7,0.12,lognormal,127.5,0.11
-M.LRM.2.bur.1.0.D.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.0,lognormal,125.2,0.15,lognormal,135.7,0.12,lognormal,146.6,0.11
-M.LRM.2.bur.1.0.D.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,19.8,normal,130.0,17.0,normal,141.6,16.0,lognormal,155.1,0.12
-M.LRM.2.bur.1.0.D.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.2,24.8,lognormal,168.3,0.14,lognormal,183.4,0.14,normal,199.1,20.7
-M.LRM.2.bur.1.0.D.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.3,19.5,lognormal,145.7,0.14,lognormal,154.7,0.14,normal,162.2,17.7
-M.LRM.2.bur.1.0.D.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.8,normal,133.4,16.8,normal,138.9,17.4,lognormal,146.3,0.13
-M.LRM.2.bur.1.0.D.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,142.5,22.0,normal,154.9,19.3,lognormal,165.7,0.13,normal,176.7,18.5
-M.LRM.2.bur.1.0.D.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.3,23.9,normal,162.6,19.9,lognormal,174.3,0.12,lognormal,190.6,0.11
-M.LRM.2.bur.1.0.D.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.1,19.2,lognormal,149.4,0.12,lognormal,150.5,0.12,lognormal,159.6,0.12
-M.LRM.2.bur.1.0.D.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,16.8,lognormal,132.5,0.12,lognormal,133.6,0.12,lognormal,138.5,0.11
-M.LRM.2.bur.1.0.D.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,15.9,lognormal,123.7,0.12,lognormal,124.5,0.12,lognormal,127.6,0.11
-M.LRM.2.bur.1.0.D.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,18.3,lognormal,139.6,0.12,lognormal,140.6,0.12,lognormal,146.5,0.11
-M.LRM.2.bur.1.0.D.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,18.3,lognormal,145.7,0.12,lognormal,147.3,0.12,lognormal,154.6,0.11
-M.LRM.2.bur.1.0.D.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.0,lognormal,140.5,0.16,lognormal,157.8,0.17,normal,197.6,18.9
-M.LRM.2.bur.1.0.D.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.5,lognormal,125.3,0.16,lognormal,137.9,0.15,normal,162.7,18.0
-M.LRM.2.bur.1.0.D.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,17.2,normal,116.3,15.6,lognormal,127.2,0.14,lognormal,145.2,0.13
-M.LRM.2.bur.1.0.D.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,18.7,lognormal,131.5,0.17,normal,144.9,20.2,normal,175.7,18.2
-M.LRM.2.bur.1.0.D.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,19.6,lognormal,136.8,0.16,lognormal,151.6,0.15,normal,189.2,18.6
-M.LRM.2.bur.1.0.D.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.2,lognormal,137.9,0.15,lognormal,146.1,0.13,lognormal,159.5,0.11
-M.LRM.2.bur.1.0.D.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.3,lognormal,123.2,0.15,lognormal,130.4,0.13,normal,138.5,13.8
-M.LRM.2.bur.1.0.D.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,17.0,normal,114.7,14.6,lognormal,121.3,0.12,normal,126.8,12.0
-M.LRM.2.bur.1.0.D.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.4,19.5,lognormal,129.4,0.15,lognormal,137.0,0.13,normal,146.1,14.4
-M.LRM.2.bur.1.0.D.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,20.0,normal,134.3,17.7,lognormal,143.3,0.13,lognormal,155.7,0.11
-M.LRM.2.bur.1.0.D.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,24.7,lognormal,167.4,0.14,lognormal,181.6,0.14,normal,197.1,19.5
-M.LRM.2.bur.1.0.D.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,20.8,normal,146.7,18.5,lognormal,154.4,0.13,normal,162.0,17.2
-M.LRM.2.bur.1.0.D.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,18.2,normal,133.4,16.5,normal,138.2,16.4,lognormal,144.7,0.12
-M.LRM.2.bur.1.0.D.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,142.5,22.1,normal,155.0,19.6,normal,164.1,18.7,normal,175.3,17.8
-M.LRM.2.bur.1.0.D.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.7,23.6,normal,163.7,20.8,normal,174.6,19.3,lognormal,189.8,0.11
-M.LRM.2.bur.1.0.D.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,19.3,lognormal,149.5,0.12,lognormal,150.6,0.12,lognormal,159.3,0.11
-M.LRM.2.bur.1.0.D.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,16.8,lognormal,132.5,0.12,lognormal,133.5,0.12,lognormal,138.6,0.11
-M.LRM.2.bur.1.0.D.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,15.9,lognormal,123.8,0.12,lognormal,124.6,0.12,lognormal,127.7,0.11
-M.LRM.2.bur.1.0.D.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,18.1,lognormal,139.6,0.12,lognormal,140.7,0.12,lognormal,146.6,0.11
-M.LRM.2.bur.1.0.D.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,18.3,lognormal,145.6,0.12,lognormal,147.3,0.12,lognormal,154.8,0.11
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.3,lognormal,139.7,0.16,lognormal,157.6,0.17,normal,249.5,21.4
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.0,lognormal,125.5,0.16,lognormal,140.9,0.17,normal,214.3,19.1
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,17.3,lognormal,118.5,0.16,lognormal,132.7,0.17,lognormal,208.7,0.11
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.8,lognormal,131.0,0.16,lognormal,146.6,0.16,normal,231.8,21.8
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,20.0,lognormal,136.2,0.16,lognormal,153.7,0.17,normal,249.1,22.4
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,20.1,lognormal,140.2,0.16,lognormal,157.1,0.17,normal,249.0,22.7
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,18.5,lognormal,126.7,0.17,normal,140.1,19.6,lognormal,217.6,0.12
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,17.5,lognormal,118.8,0.17,lognormal,133.7,0.17,normal,199.0,20.6
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,18.8,lognormal,131.3,0.16,lognormal,148.2,0.17,normal,221.8,19.7
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,19.9,lognormal,137.3,0.16,lognormal,154.0,0.17,lognormal,250.0,0.12
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.4,lognormal,139.8,0.16,lognormal,157.0,0.16,lognormal,230.0,0.11
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,18.2,lognormal,125.4,0.16,lognormal,141.0,0.16,normal,194.3,20.4
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,17.6,lognormal,118.5,0.16,lognormal,132.5,0.17,normal,181.7,18.6
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,18.8,lognormal,131.2,0.16,lognormal,147.7,0.17,normal,207.6,20.7
-M.LRM.2.bur.1.1.A.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,19.8,lognormal,137.4,0.16,lognormal,153.9,0.16,normal,217.3,19.5
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.0,24.5,normal,168.5,22.4,lognormal,190.3,0.16,lognormal,250.0,0.07
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,20.3,lognormal,151.3,0.15,lognormal,170.2,0.15,normal,216.9,21.5
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,20.1,lognormal,144.3,0.16,lognormal,162.9,0.16,lognormal,206.7,0.11
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.7,21.9,normal,158.5,21.5,lognormal,178.9,0.15,normal,225.8,18.5
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,23.1,lognormal,166.7,0.16,lognormal,186.6,0.16,normal,249.0,22.6
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.2,23.6,lognormal,169.2,0.15,lognormal,188.7,0.15,normal,250.0,19.9
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,21.0,normal,149.9,19.8,lognormal,169.5,0.15,normal,215.5,21.6
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,20.9,normal,143.3,19.7,normal,160.7,22.3,normal,200.6,18.3
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,21.6,lognormal,158.4,0.15,lognormal,177.7,0.16,normal,224.7,17.5
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,22.9,lognormal,165.2,0.15,lognormal,185.3,0.15,lognormal,250.0,0.11
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.5,23.2,lognormal,168.4,0.15,lognormal,189.7,0.16,normal,232.6,26.0
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,20.6,normal,148.6,18.9,lognormal,165.4,0.13,lognormal,195.8,0.11
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,20.1,lognormal,144.0,0.15,normal,158.9,21.1,lognormal,184.2,0.12
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,22.1,normal,157.1,20.0,lognormal,175.2,0.14,normal,209.3,21.2
-M.LRM.2.bur.1.1.A.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.7,24.2,normal,164.7,21.6,lognormal,184.3,0.14,normal,223.9,22.7
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.2,lognormal,140.7,0.16,lognormal,157.9,0.17,normal,247.4,26.8
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,18.2,lognormal,126.2,0.17,lognormal,140.9,0.16,normal,207.3,21.7
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,16.9,lognormal,118.9,0.17,lognormal,133.6,0.17,lognormal,193.2,0.1
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,19.3,lognormal,131.5,0.16,lognormal,147.4,0.17,normal,218.1,19.3
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,19.5,lognormal,136.6,0.16,lognormal,154.1,0.17,normal,227.0,18.2
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,21.0,normal,136.7,19.1,lognormal,152.6,0.15,lognormal,198.6,0.12
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.1,lognormal,122.4,0.15,lognormal,136.6,0.15,lognormal,175.9,0.12
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.1,16.8,lognormal,115.3,0.16,lognormal,129.1,0.15,lognormal,170.2,0.12
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,19.1,lognormal,127.8,0.15,normal,142.5,18.3,lognormal,185.5,0.13
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,19.7,lognormal,133.3,0.15,lognormal,149.0,0.15,lognormal,195.0,0.12
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,20.3,lognormal,136.2,0.15,normal,151.9,19.6,lognormal,195.3,0.12
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,17.9,lognormal,122.4,0.15,normal,135.7,17.9,lognormal,170.0,0.14
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,16.9,lognormal,115.0,0.15,lognormal,129.1,0.15,normal,165.7,18.0
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,19.0,lognormal,127.9,0.15,lognormal,142.3,0.14,normal,179.7,20.7
-M.LRM.2.bur.1.1.A.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,20.0,lognormal,133.9,0.16,lognormal,149.9,0.15,lognormal,190.9,0.13
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.0,24.5,normal,168.5,22.4,lognormal,190.3,0.16,lognormal,250.0,0.07
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,20.3,lognormal,151.3,0.15,lognormal,170.2,0.15,normal,216.9,21.5
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,20.1,lognormal,144.3,0.16,lognormal,162.9,0.16,lognormal,206.7,0.11
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.7,21.9,normal,158.5,21.5,lognormal,178.9,0.15,normal,225.8,18.5
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,23.1,lognormal,166.7,0.16,lognormal,186.6,0.16,normal,249.0,22.6
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.2,23.6,lognormal,169.2,0.15,lognormal,188.7,0.15,normal,250.0,19.9
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,21.0,normal,149.9,19.8,lognormal,169.5,0.15,normal,215.5,21.6
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,20.9,normal,143.3,19.7,normal,160.7,22.3,normal,200.6,18.3
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,21.6,lognormal,158.4,0.15,lognormal,177.7,0.16,normal,224.7,17.5
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,22.9,lognormal,165.2,0.15,lognormal,185.3,0.15,lognormal,250.0,0.11
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.5,23.2,lognormal,168.4,0.15,lognormal,189.7,0.16,normal,232.6,26.0
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,20.6,normal,148.6,18.9,lognormal,165.4,0.13,lognormal,195.8,0.11
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,20.1,lognormal,144.0,0.15,normal,158.9,21.1,lognormal,184.2,0.12
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,22.1,normal,157.1,20.0,lognormal,175.2,0.14,normal,209.3,21.2
-M.LRM.2.bur.1.1.A.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.7,24.2,normal,164.7,21.6,lognormal,184.3,0.14,normal,223.9,22.7
-M.LRM.2.bur.1.1.A.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,19.6,lognormal,134.7,0.15,lognormal,151.1,0.14,normal,201.6,19.4
-M.LRM.2.bur.1.1.A.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,17.7,lognormal,120.5,0.15,lognormal,135.0,0.14,lognormal,178.4,0.13
-M.LRM.2.bur.1.1.A.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,16.8,lognormal,113.5,0.15,lognormal,128.0,0.15,lognormal,171.8,0.1
-M.LRM.2.bur.1.1.A.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.5,lognormal,126.0,0.15,normal,141.0,17.6,lognormal,187.6,0.12
-M.LRM.2.bur.1.1.A.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,19.2,lognormal,131.5,0.15,lognormal,148.2,0.14,lognormal,197.5,0.12
-M.LRM.2.bur.1.1.A.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,19.7,lognormal,134.1,0.15,normal,145.0,16.5,lognormal,162.9,0.12
-M.LRM.2.bur.1.1.A.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,17.4,lognormal,119.7,0.15,lognormal,129.7,0.13,lognormal,145.6,0.12
-M.LRM.2.bur.1.1.A.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,16.8,lognormal,112.9,0.15,lognormal,122.9,0.13,lognormal,138.7,0.13
-M.LRM.2.bur.1.1.A.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.4,lognormal,125.0,0.14,lognormal,136.2,0.13,lognormal,152.6,0.12
-M.LRM.2.bur.1.1.A.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.3,normal,130.2,17.0,lognormal,142.1,0.13,lognormal,159.0,0.12
-M.LRM.2.bur.1.1.A.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.9,23.6,lognormal,168.8,0.15,lognormal,185.8,0.14,normal,214.0,18.7
-M.LRM.2.bur.1.1.A.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,20.2,normal,149.8,19.7,lognormal,162.4,0.14,normal,189.6,25.6
-M.LRM.2.bur.1.1.A.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,20.8,lognormal,143.0,0.15,lognormal,156.8,0.14,lognormal,183.3,0.11
-M.LRM.2.bur.1.1.A.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,21.7,lognormal,157.9,0.15,normal,170.4,20.9,normal,199.0,23.1
-M.LRM.2.bur.1.1.A.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.5,22.8,lognormal,166.7,0.16,lognormal,180.9,0.14,normal,208.6,21.2
-M.LRM.2.bur.1.1.A.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,19.8,lognormal,149.7,0.12,lognormal,150.8,0.12,lognormal,163.2,0.12
-M.LRM.2.bur.1.1.A.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,17.8,lognormal,133.4,0.12,lognormal,134.4,0.12,lognormal,145.2,0.12
-M.LRM.2.bur.1.1.A.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,16.7,normal,125.9,14.4,lognormal,127.1,0.12,lognormal,138.5,0.13
-M.LRM.2.bur.1.1.A.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,18.0,lognormal,139.6,0.12,normal,140.4,14.9,lognormal,152.8,0.12
-M.LRM.2.bur.1.1.A.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,19.1,lognormal,146.0,0.12,lognormal,147.4,0.12,lognormal,159.7,0.12
-M.LRM.2.bur.1.1.A.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,20.4,lognormal,139.9,0.16,lognormal,157.0,0.17,normal,215.0,20.0
-M.LRM.2.bur.1.1.A.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.1,lognormal,125.5,0.16,lognormal,140.5,0.16,lognormal,191.7,0.16
-M.LRM.2.bur.1.1.A.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,17.2,lognormal,118.2,0.17,lognormal,133.1,0.17,normal,181.6,17.2
-M.LRM.2.bur.1.1.A.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.6,lognormal,131.1,0.16,lognormal,146.1,0.16,normal,199.0,23.5
-M.LRM.2.bur.1.1.A.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,19.4,lognormal,136.5,0.16,lognormal,153.9,0.17,normal,210.8,22.9
-M.LRM.2.bur.1.1.A.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.3,normal,137.4,17.9,lognormal,146.1,0.13,lognormal,162.8,0.12
-M.LRM.2.bur.1.1.A.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,17.8,lognormal,123.4,0.15,normal,129.9,14.8,lognormal,145.5,0.12
-M.LRM.2.bur.1.1.A.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,17.0,normal,116.1,16.2,lognormal,123.7,0.13,lognormal,139.0,0.13
-M.LRM.2.bur.1.1.A.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.7,lognormal,128.9,0.15,normal,136.4,15.8,lognormal,152.7,0.13
-M.LRM.2.bur.1.1.A.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,20.0,normal,134.2,18.0,normal,141.7,16.0,lognormal,158.6,0.12
-M.LRM.2.bur.1.1.A.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.9,23.2,normal,168.9,22.6,normal,184.9,22.6,normal,212.6,19.1
-M.LRM.2.bur.1.1.A.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,20.6,lognormal,150.4,0.15,normal,161.2,19.4,lognormal,190.8,0.16
-M.LRM.2.bur.1.1.A.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,20.3,lognormal,144.0,0.16,normal,157.7,20.4,normal,182.1,17.3
-M.LRM.2.bur.1.1.A.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,22.1,lognormal,157.4,0.14,lognormal,171.9,0.14,normal,200.4,22.9
-M.LRM.2.bur.1.1.A.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.1,23.3,normal,165.0,21.9,lognormal,181.2,0.14,normal,207.9,20.5
-M.LRM.2.bur.1.1.A.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,19.7,lognormal,149.9,0.12,lognormal,150.9,0.12,normal,162.5,17.5
-M.LRM.2.bur.1.1.A.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,17.1,lognormal,132.9,0.12,normal,133.8,14.4,lognormal,146.3,0.13
-M.LRM.2.bur.1.1.A.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,16.7,normal,125.8,14.2,lognormal,126.8,0.12,lognormal,138.2,0.13
-M.LRM.2.bur.1.1.A.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,17.7,lognormal,139.8,0.12,lognormal,140.9,0.12,lognormal,153.3,0.13
-M.LRM.2.bur.1.1.A.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,19.4,lognormal,146.0,0.12,lognormal,146.8,0.12,lognormal,159.9,0.12
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.0,lognormal,140.1,0.16,lognormal,157.7,0.17,normal,249.9,20.3
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.1,lognormal,125.6,0.16,lognormal,142.1,0.17,normal,215.8,24.7
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,17.3,lognormal,118.6,0.17,lognormal,133.2,0.17,lognormal,206.4,0.11
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.6,lognormal,130.5,0.16,lognormal,147.8,0.17,normal,222.0,17.5
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,19.3,lognormal,137.0,0.16,lognormal,155.2,0.17,normal,248.1,25.0
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,20.6,lognormal,140.0,0.16,lognormal,156.3,0.16,normal,249.5,21.2
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,17.8,lognormal,125.8,0.16,normal,140.8,20.6,lognormal,215.1,0.13
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,17.0,lognormal,118.2,0.16,lognormal,132.8,0.17,normal,195.0,17.4
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,18.6,lognormal,131.0,0.16,lognormal,148.0,0.17,lognormal,224.1,0.11
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,19.9,lognormal,136.6,0.16,lognormal,153.5,0.16,lognormal,250.0,0.13
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,19.9,lognormal,140.3,0.16,lognormal,156.9,0.16,normal,225.8,20.1
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.5,lognormal,126.4,0.17,lognormal,140.8,0.16,normal,194.5,20.6
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,17.2,lognormal,118.6,0.16,lognormal,133.2,0.17,lognormal,182.4,0.12
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.8,lognormal,131.3,0.16,lognormal,148.0,0.17,normal,203.6,17.9
-M.LRM.2.bur.1.1.B.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,20.0,normal,135.7,19.0,lognormal,155.0,0.17,normal,217.8,21.3
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,24.3,normal,168.7,22.7,normal,189.6,24.9,normal,249.3,21.8
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,20.6,lognormal,149.5,0.14,lognormal,168.4,0.15,normal,218.0,26.9
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,20.7,lognormal,143.8,0.16,lognormal,160.9,0.16,normal,205.1,19.9
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.7,21.9,lognormal,157.9,0.15,lognormal,176.9,0.15,normal,223.0,18.4
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.6,23.0,lognormal,165.3,0.15,lognormal,185.8,0.15,lognormal,230.2,0.09
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.7,23.3,lognormal,170.4,0.16,normal,188.7,24.9,normal,248.7,23.3
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.0,20.1,lognormal,150.6,0.15,lognormal,169.0,0.15,lognormal,213.9,0.12
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,20.5,lognormal,143.8,0.16,lognormal,159.5,0.15,lognormal,200.9,0.11
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,21.3,lognormal,158.0,0.15,lognormal,177.4,0.15,normal,231.2,24.1
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.2,23.2,normal,165.0,22.0,lognormal,185.2,0.15,lognormal,250.0,0.11
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.1,23.1,lognormal,169.1,0.15,normal,190.3,26.2,normal,233.1,23.6
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.2,lognormal,148.8,0.14,lognormal,165.6,0.14,normal,197.3,22.0
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,20.4,lognormal,143.5,0.15,normal,158.1,21.0,lognormal,182.9,0.12
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.7,22.0,normal,157.0,20.6,lognormal,174.5,0.14,normal,207.1,18.8
-M.LRM.2.bur.1.1.B.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.9,23.1,lognormal,164.2,0.14,lognormal,183.7,0.15,normal,223.3,22.6
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,19.7,lognormal,140.1,0.16,lognormal,157.0,0.16,lognormal,250.0,0.13
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.0,lognormal,125.9,0.16,lognormal,140.9,0.16,lognormal,207.5,0.13
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,17.1,lognormal,118.5,0.17,lognormal,133.3,0.17,lognormal,192.6,0.11
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.8,lognormal,131.5,0.16,lognormal,147.5,0.17,normal,214.8,19.5
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.9,lognormal,136.8,0.16,lognormal,154.6,0.17,normal,228.0,21.3
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,19.9,lognormal,135.7,0.15,lognormal,152.8,0.15,lognormal,198.5,0.12
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.1,normal,122.3,17.2,normal,135.5,17.4,lognormal,173.4,0.13
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.1,17.1,lognormal,115.0,0.15,lognormal,129.1,0.15,lognormal,169.2,0.12
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,128.1,0.16,lognormal,142.8,0.15,lognormal,184.2,0.13
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.9,lognormal,133.9,0.16,lognormal,149.3,0.15,lognormal,192.9,0.13
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.3,normal,136.4,18.9,lognormal,152.9,0.15,lognormal,194.8,0.12
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.2,lognormal,122.5,0.15,lognormal,135.8,0.14,lognormal,169.3,0.14
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,17.2,lognormal,115.5,0.16,lognormal,129.2,0.15,normal,165.5,19.2
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.7,lognormal,127.4,0.15,lognormal,141.5,0.14,lognormal,178.5,0.13
-M.LRM.2.bur.1.1.B.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,20.2,lognormal,133.4,0.15,lognormal,148.9,0.15,lognormal,187.6,0.12
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,24.3,normal,168.7,22.7,normal,189.6,24.9,normal,249.3,21.8
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,20.6,lognormal,149.5,0.14,lognormal,168.4,0.15,normal,218.0,26.9
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,20.7,lognormal,143.8,0.16,lognormal,160.9,0.16,normal,205.1,19.9
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.7,21.9,lognormal,157.9,0.15,lognormal,176.9,0.15,normal,223.0,18.4
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.6,23.0,lognormal,165.3,0.15,lognormal,185.8,0.15,lognormal,230.2,0.09
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.7,23.3,lognormal,170.4,0.16,normal,188.7,24.9,normal,248.7,23.3
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.0,20.1,lognormal,150.6,0.15,lognormal,169.0,0.15,lognormal,213.9,0.12
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,20.5,lognormal,143.8,0.16,lognormal,159.5,0.15,lognormal,200.9,0.11
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,21.3,lognormal,158.0,0.15,lognormal,177.4,0.15,normal,231.2,24.1
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.2,23.2,normal,165.0,22.0,lognormal,185.2,0.15,lognormal,250.0,0.11
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.1,23.1,lognormal,169.1,0.15,normal,190.3,26.2,normal,233.1,23.6
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.2,lognormal,148.8,0.14,lognormal,165.6,0.14,normal,197.3,22.0
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,20.4,lognormal,143.5,0.15,normal,158.1,21.0,lognormal,182.9,0.12
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.7,22.0,normal,157.0,20.6,lognormal,174.5,0.14,normal,207.1,18.8
-M.LRM.2.bur.1.1.B.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.9,23.1,lognormal,164.2,0.14,lognormal,183.7,0.15,normal,223.3,22.6
-M.LRM.2.bur.1.1.B.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,20.1,lognormal,134.7,0.15,lognormal,151.2,0.14,lognormal,202.3,0.11
-M.LRM.2.bur.1.1.B.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,17.8,lognormal,120.5,0.15,normal,134.5,16.8,lognormal,178.5,0.15
-M.LRM.2.bur.1.1.B.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,17.0,lognormal,113.6,0.15,lognormal,127.9,0.14,lognormal,172.7,0.12
-M.LRM.2.bur.1.1.B.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.5,lognormal,125.9,0.15,lognormal,141.5,0.14,lognormal,186.4,0.13
-M.LRM.2.bur.1.1.B.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,19.6,lognormal,131.3,0.15,lognormal,147.4,0.14,normal,195.6,21.0
-M.LRM.2.bur.1.1.B.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,19.8,lognormal,133.4,0.14,lognormal,145.0,0.13,normal,161.3,16.8
-M.LRM.2.bur.1.1.B.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,17.7,lognormal,119.9,0.15,lognormal,129.2,0.12,lognormal,145.3,0.12
-M.LRM.2.bur.1.1.B.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,16.5,lognormal,112.6,0.15,lognormal,123.0,0.13,lognormal,138.4,0.13
-M.LRM.2.bur.1.1.B.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.6,lognormal,125.4,0.15,normal,135.7,15.7,lognormal,152.1,0.12
-M.LRM.2.bur.1.1.B.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,19.6,lognormal,130.2,0.14,lognormal,141.5,0.13,lognormal,158.9,0.12
-M.LRM.2.bur.1.1.B.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,24.0,normal,167.5,21.1,lognormal,186.2,0.15,normal,213.0,20.4
-M.LRM.2.bur.1.1.B.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,20.5,lognormal,149.3,0.14,lognormal,161.8,0.15,lognormal,190.6,0.17
-M.LRM.2.bur.1.1.B.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,20.5,lognormal,142.9,0.15,lognormal,156.9,0.15,normal,181.1,18.3
-M.LRM.2.bur.1.1.B.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,22.4,lognormal,157.2,0.14,lognormal,170.0,0.13,normal,199.3,26.6
-M.LRM.2.bur.1.1.B.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.9,23.3,lognormal,164.6,0.14,normal,178.7,21.5,normal,209.3,24.9
-M.LRM.2.bur.1.1.B.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,19.0,lognormal,149.0,0.12,normal,149.9,15.8,lognormal,162.5,0.12
-M.LRM.2.bur.1.1.B.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,16.8,normal,131.7,13.7,lognormal,133.1,0.11,lognormal,144.5,0.12
-M.LRM.2.bur.1.1.B.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,16.9,lognormal,125.8,0.12,lognormal,126.6,0.12,lognormal,137.9,0.13
-M.LRM.2.bur.1.1.B.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,18.0,lognormal,138.2,0.11,lognormal,139.1,0.11,lognormal,152.5,0.12
-M.LRM.2.bur.1.1.B.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,18.4,lognormal,145.3,0.12,lognormal,146.6,0.12,lognormal,158.3,0.12
-M.LRM.2.bur.1.1.B.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.0,lognormal,140.2,0.16,lognormal,158.3,0.17,normal,210.3,18.5
-M.LRM.2.bur.1.1.B.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,18.1,lognormal,125.6,0.16,lognormal,140.3,0.16,normal,189.3,28.3
-M.LRM.2.bur.1.1.B.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,17.2,lognormal,118.8,0.17,lognormal,132.4,0.16,normal,182.2,18.9
-M.LRM.2.bur.1.1.B.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.7,lognormal,131.3,0.16,lognormal,147.8,0.17,normal,196.3,23.8
-M.LRM.2.bur.1.1.B.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,19.5,lognormal,137.0,0.16,lognormal,154.1,0.17,normal,208.3,23.4
-M.LRM.2.bur.1.1.B.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,19.9,normal,137.5,18.2,lognormal,146.2,0.13,normal,162.0,17.0
-M.LRM.2.bur.1.1.B.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,18.0,normal,122.7,16.5,normal,129.3,14.7,lognormal,144.1,0.12
-M.LRM.2.bur.1.1.B.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,17.1,lognormal,116.3,0.15,lognormal,123.0,0.13,lognormal,138.1,0.13
-M.LRM.2.bur.1.1.B.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.7,lognormal,129.1,0.15,normal,136.2,15.7,lognormal,151.5,0.12
-M.LRM.2.bur.1.1.B.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.9,lognormal,134.7,0.15,lognormal,142.9,0.13,lognormal,158.9,0.12
-M.LRM.2.bur.1.1.B.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.4,24.5,normal,168.6,22.1,lognormal,185.5,0.14,normal,211.8,20.8
-M.LRM.2.bur.1.1.B.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,20.4,lognormal,148.9,0.14,lognormal,160.3,0.13,normal,188.3,27.9
-M.LRM.2.bur.1.1.B.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,20.7,lognormal,143.0,0.16,lognormal,156.9,0.15,normal,181.7,18.5
-M.LRM.2.bur.1.1.B.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,21.9,normal,156.6,20.3,lognormal,169.5,0.13,normal,197.9,24.9
-M.LRM.2.bur.1.1.B.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.8,23.1,normal,164.7,21.8,lognormal,180.1,0.14,normal,208.3,23.5
-M.LRM.2.bur.1.1.B.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.6,20.0,lognormal,150.0,0.12,lognormal,151.0,0.12,lognormal,162.0,0.11
-M.LRM.2.bur.1.1.B.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,16.4,lognormal,131.7,0.11,normal,133.0,14.3,lognormal,144.7,0.12
-M.LRM.2.bur.1.1.B.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,16.4,lognormal,125.6,0.12,lognormal,126.5,0.12,lognormal,138.3,0.13
-M.LRM.2.bur.1.1.B.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,17.8,lognormal,138.7,0.12,lognormal,139.7,0.11,lognormal,151.6,0.12
-M.LRM.2.bur.1.1.B.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,19.0,lognormal,146.1,0.12,lognormal,147.5,0.12,lognormal,159.6,0.12
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.1,lognormal,139.9,0.16,lognormal,158.1,0.17,normal,248.7,23.3
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,18.1,lognormal,125.8,0.16,lognormal,140.7,0.16,lognormal,215.9,0.14
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.1,17.1,lognormal,118.5,0.17,lognormal,133.4,0.17,lognormal,204.9,0.1
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,19.3,lognormal,131.0,0.16,lognormal,147.8,0.17,normal,221.0,19.6
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,20.1,normal,136.0,19.0,lognormal,154.1,0.17,normal,229.3,18.4
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,20.2,lognormal,140.2,0.16,lognormal,158.5,0.17,normal,248.3,24.6
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.2,normal,125.8,18.4,lognormal,140.7,0.16,lognormal,211.1,0.13
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,17.3,lognormal,118.6,0.17,lognormal,133.6,0.17,normal,195.4,18.0
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.9,lognormal,130.9,0.16,lognormal,147.3,0.17,normal,214.1,17.7
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,19.7,lognormal,136.1,0.16,lognormal,153.4,0.17,normal,228.0,18.5
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,19.9,lognormal,140.2,0.16,lognormal,158.3,0.17,normal,231.9,24.6
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.1,lognormal,125.6,0.16,lognormal,140.8,0.16,normal,191.8,18.6
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,17.2,lognormal,118.4,0.17,lognormal,133.1,0.17,lognormal,180.9,0.12
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,18.8,lognormal,131.2,0.16,lognormal,148.8,0.17,lognormal,205.8,0.11
-M.LRM.2.bur.1.1.C.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,20.1,normal,136.2,19.2,lognormal,153.7,0.17,normal,217.6,20.4
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.1,23.2,normal,168.7,22.0,lognormal,190.6,0.15,lognormal,250.0,0.09
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,19.9,lognormal,149.0,0.14,lognormal,167.8,0.14,lognormal,213.7,0.13
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,19.9,lognormal,143.7,0.16,normal,160.5,22.0,lognormal,205.8,0.11
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,20.9,normal,157.3,20.7,normal,175.3,21.8,normal,215.0,15.7
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,23.2,lognormal,163.5,0.14,lognormal,186.4,0.16,normal,248.2,24.8
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.1,23.7,normal,168.1,21.5,lognormal,191.0,0.16,lognormal,250.0,0.11
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,19.5,lognormal,148.5,0.14,lognormal,167.3,0.14,normal,208.3,21.6
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,20.7,normal,142.8,19.8,lognormal,161.0,0.16,lognormal,200.6,0.11
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,21.5,lognormal,155.8,0.14,lognormal,177.1,0.15,normal,218.2,18.7
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.4,23.3,normal,163.8,20.6,lognormal,183.5,0.15,lognormal,250.0,0.12
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.1,23.5,lognormal,169.0,0.15,lognormal,187.9,0.14,lognormal,240.0,0.14
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,20.3,lognormal,147.7,0.14,lognormal,165.8,0.14,lognormal,194.2,0.11
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,20.3,lognormal,142.6,0.15,lognormal,158.3,0.15,lognormal,182.6,0.12
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.4,20.8,normal,154.8,19.2,lognormal,173.9,0.14,normal,206.8,19.5
-M.LRM.2.bur.1.1.C.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,22.6,lognormal,164.1,0.14,normal,181.1,21.8,normal,219.6,20.6
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.3,lognormal,139.7,0.16,lognormal,156.8,0.16,normal,247.0,27.7
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,18.0,lognormal,125.0,0.16,lognormal,140.9,0.17,normal,200.8,20.3
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,17.5,lognormal,118.7,0.17,lognormal,133.3,0.17,normal,193.3,19.8
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.5,lognormal,130.5,0.16,lognormal,147.4,0.17,normal,215.7,21.4
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,19.6,lognormal,136.7,0.16,lognormal,154.1,0.17,normal,216.6,15.0
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,20.2,lognormal,136.9,0.16,lognormal,153.6,0.15,normal,194.8,19.2
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,17.9,lognormal,122.4,0.15,lognormal,135.7,0.14,lognormal,173.0,0.13
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,17.0,lognormal,115.0,0.15,lognormal,128.8,0.15,lognormal,167.6,0.12
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.5,lognormal,128.0,0.15,lognormal,142.6,0.14,lognormal,182.3,0.13
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.8,lognormal,133.8,0.15,normal,149.1,19.6,lognormal,192.6,0.12
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.4,lognormal,137.1,0.16,lognormal,152.4,0.14,lognormal,191.2,0.11
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,17.6,lognormal,122.1,0.15,lognormal,135.2,0.14,lognormal,167.8,0.14
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,16.9,lognormal,115.2,0.16,lognormal,128.4,0.15,lognormal,164.7,0.13
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,18.6,normal,126.8,16.8,lognormal,142.2,0.14,lognormal,175.8,0.13
-M.LRM.2.bur.1.1.C.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,19.7,lognormal,133.1,0.15,lognormal,148.4,0.14,lognormal,185.4,0.12
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.1,23.2,normal,168.7,22.0,lognormal,190.6,0.15,lognormal,250.0,0.09
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,19.9,lognormal,149.0,0.14,lognormal,167.8,0.14,lognormal,213.7,0.13
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,19.9,lognormal,143.7,0.16,normal,160.5,22.0,lognormal,205.8,0.11
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,20.9,normal,157.3,20.7,normal,175.3,21.8,normal,215.0,15.7
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,23.2,lognormal,163.5,0.14,lognormal,186.4,0.16,normal,248.2,24.8
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.1,23.7,normal,168.1,21.5,lognormal,191.0,0.16,lognormal,250.0,0.11
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,19.5,lognormal,148.5,0.14,lognormal,167.3,0.14,normal,208.3,21.6
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,20.7,normal,142.8,19.8,lognormal,161.0,0.16,lognormal,200.6,0.11
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,21.5,lognormal,155.8,0.14,lognormal,177.1,0.15,normal,218.2,18.7
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.4,23.3,normal,163.8,20.6,lognormal,183.5,0.15,lognormal,250.0,0.12
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.1,23.5,lognormal,169.0,0.15,lognormal,187.9,0.14,lognormal,240.0,0.14
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,20.3,lognormal,147.7,0.14,lognormal,165.8,0.14,lognormal,194.2,0.11
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,20.3,lognormal,142.6,0.15,lognormal,158.3,0.15,lognormal,182.6,0.12
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.4,20.8,normal,154.8,19.2,lognormal,173.9,0.14,normal,206.8,19.5
-M.LRM.2.bur.1.1.C.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,22.6,lognormal,164.1,0.14,normal,181.1,21.8,normal,219.6,20.6
-M.LRM.2.bur.1.1.C.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,19.5,lognormal,134.6,0.15,normal,150.5,18.5,normal,200.5,21.5
-M.LRM.2.bur.1.1.C.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,17.5,lognormal,120.6,0.15,normal,134.9,17.0,lognormal,175.7,0.15
-M.LRM.2.bur.1.1.C.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,17.1,lognormal,113.3,0.15,normal,128.0,16.9,lognormal,171.6,0.12
-M.LRM.2.bur.1.1.C.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.2,lognormal,126.2,0.15,lognormal,141.6,0.14,lognormal,184.5,0.13
-M.LRM.2.bur.1.1.C.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,19.3,normal,131.1,17.3,lognormal,148.3,0.14,lognormal,193.8,0.12
-M.LRM.2.bur.1.1.C.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,19.7,normal,133.8,17.7,normal,144.8,16.3,lognormal,161.3,0.11
-M.LRM.2.bur.1.1.C.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,17.8,lognormal,119.5,0.15,lognormal,128.7,0.12,lognormal,144.2,0.12
-M.LRM.2.bur.1.1.C.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,16.5,normal,112.5,15.0,lognormal,123.0,0.13,lognormal,137.8,0.12
-M.LRM.2.bur.1.1.C.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,18.7,normal,124.9,16.5,normal,135.4,15.3,lognormal,150.7,0.11
-M.LRM.2.bur.1.1.C.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,19.3,normal,130.7,17.2,lognormal,141.3,0.12,lognormal,158.9,0.12
-M.LRM.2.bur.1.1.C.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.4,24.0,lognormal,167.6,0.14,lognormal,183.5,0.14,normal,209.3,20.7
-M.LRM.2.bur.1.1.C.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,19.6,lognormal,147.9,0.14,lognormal,159.6,0.14,lognormal,184.0,0.16
-M.LRM.2.bur.1.1.C.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,20.7,lognormal,142.8,0.15,lognormal,156.8,0.15,normal,181.2,18.7
-M.LRM.2.bur.1.1.C.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,21.3,normal,155.5,19.9,lognormal,168.5,0.13,lognormal,195.3,0.15
-M.LRM.2.bur.1.1.C.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.6,23.4,normal,163.7,20.8,lognormal,178.7,0.14,normal,203.6,21.7
-M.LRM.2.bur.1.1.C.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,18.7,lognormal,149.0,0.12,lognormal,150.4,0.12,lognormal,163.1,0.12
-M.LRM.2.bur.1.1.C.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,17.2,normal,131.9,14.2,normal,133.1,14.3,lognormal,144.2,0.12
-M.LRM.2.bur.1.1.C.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,17.0,normal,125.8,14.3,lognormal,127.0,0.12,lognormal,138.7,0.13
-M.LRM.2.bur.1.1.C.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,17.6,lognormal,138.8,0.12,lognormal,140.0,0.12,lognormal,151.6,0.12
-M.LRM.2.bur.1.1.C.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,19.1,lognormal,145.5,0.12,lognormal,146.7,0.12,lognormal,158.7,0.12
-M.LRM.2.bur.1.1.C.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.1,lognormal,140.1,0.16,lognormal,157.4,0.16,lognormal,212.4,0.12
-M.LRM.2.bur.1.1.C.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,17.8,lognormal,125.3,0.16,lognormal,140.0,0.16,lognormal,187.3,0.18
-M.LRM.2.bur.1.1.C.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,17.4,lognormal,118.5,0.17,lognormal,133.2,0.17,lognormal,180.0,0.11
-M.LRM.2.bur.1.1.C.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.9,normal,131.1,19.4,lognormal,147.1,0.16,lognormal,193.1,0.14
-M.LRM.2.bur.1.1.C.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,19.8,lognormal,136.8,0.16,lognormal,153.3,0.16,normal,207.2,25.3
-M.LRM.2.bur.1.1.C.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.1,lognormal,138.0,0.15,normal,145.4,16.7,lognormal,162.9,0.12
-M.LRM.2.bur.1.1.C.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,17.9,normal,123.0,16.6,normal,129.5,14.8,lognormal,144.2,0.12
-M.LRM.2.bur.1.1.C.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,16.7,lognormal,116.3,0.15,lognormal,123.4,0.13,lognormal,138.4,0.13
-M.LRM.2.bur.1.1.C.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,18.9,normal,128.8,17.3,normal,135.7,15.3,lognormal,151.1,0.12
-M.LRM.2.bur.1.1.C.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,19.8,normal,134.3,18.0,lognormal,143.0,0.13,lognormal,159.6,0.12
-M.LRM.2.bur.1.1.C.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.4,23.3,lognormal,169.0,0.15,lognormal,184.0,0.13,normal,208.5,20.0
-M.LRM.2.bur.1.1.C.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,20.1,lognormal,148.3,0.14,lognormal,159.5,0.14,lognormal,185.5,0.17
-M.LRM.2.bur.1.1.C.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,20.0,lognormal,143.3,0.16,normal,157.0,21.7,normal,181.9,18.4
-M.LRM.2.bur.1.1.C.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,21.4,lognormal,156.1,0.14,lognormal,168.3,0.13,lognormal,194.5,0.15
-M.LRM.2.bur.1.1.C.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.8,normal,164.3,21.6,lognormal,178.2,0.13,lognormal,208.2,0.14
-M.LRM.2.bur.1.1.C.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,19.0,lognormal,148.8,0.12,lognormal,150.0,0.12,lognormal,162.6,0.12
-M.LRM.2.bur.1.1.C.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,16.8,normal,131.8,14.2,normal,132.8,14.3,lognormal,144.2,0.12
-M.LRM.2.bur.1.1.C.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,16.8,normal,125.8,14.3,lognormal,127.0,0.12,lognormal,138.2,0.13
-M.LRM.2.bur.1.1.C.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.2,17.1,lognormal,138.9,0.12,lognormal,139.9,0.12,lognormal,151.6,0.12
-M.LRM.2.bur.1.1.C.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,18.9,lognormal,145.3,0.12,lognormal,146.6,0.12,lognormal,159.0,0.12
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,20.8,normal,139.5,19.8,lognormal,157.5,0.16,lognormal,250.0,0.09
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,18.4,lognormal,125.5,0.16,lognormal,142.2,0.18,normal,226.1,18.4
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,17.7,lognormal,118.6,0.17,lognormal,132.9,0.17,normal,207.5,19.4
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,19.4,lognormal,132.2,0.17,lognormal,147.4,0.16,normal,249.0,22.5
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,19.7,lognormal,137.0,0.16,lognormal,153.6,0.17,normal,249.1,22.2
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,19.7,lognormal,139.7,0.16,lognormal,158.0,0.17,lognormal,250.0,0.06
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,17.9,lognormal,125.9,0.16,lognormal,141.3,0.16,lognormal,218.9,0.09
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,17.3,lognormal,118.8,0.17,lognormal,133.5,0.17,normal,199.5,19.6
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,19.0,lognormal,131.1,0.16,lognormal,146.2,0.16,normal,235.7,18.7
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,19.8,lognormal,136.8,0.16,lognormal,153.2,0.16,normal,249.6,21.1
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.4,lognormal,139.8,0.16,lognormal,158.1,0.17,normal,228.1,21.4
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,18.6,lognormal,126.3,0.16,lognormal,140.9,0.16,normal,201.9,20.0
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,17.2,lognormal,118.9,0.17,lognormal,132.7,0.16,lognormal,183.2,0.11
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,19.1,lognormal,132.0,0.17,lognormal,146.3,0.16,normal,215.2,21.3
-M.LRM.2.bur.1.1.D.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,19.8,lognormal,135.8,0.15,lognormal,152.8,0.16,lognormal,240.2,0.15
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,154.0,0.18,lognormal,170.6,0.15,lognormal,191.0,0.16,lognormal,250.0,0.08
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,22.8,lognormal,154.2,0.16,lognormal,171.1,0.15,normal,229.6,20.6
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,22.0,lognormal,145.3,0.16,normal,160.7,21.4,normal,207.0,20.2
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.4,normal,158.9,21.4,lognormal,179.0,0.16,normal,249.9,20.3
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.0,23.2,lognormal,166.9,0.16,lognormal,187.6,0.16,normal,250.3,19.3
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.4,24.6,lognormal,170.4,0.15,lognormal,188.8,0.15,lognormal,250.0,0.06
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,21.5,lognormal,155.2,0.16,lognormal,173.3,0.16,normal,220.6,18.2
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,20.7,lognormal,144.6,0.16,lognormal,161.1,0.16,normal,201.1,18.9
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,23.2,normal,159.3,22.0,normal,179.0,25.2,lognormal,250.0,0.11
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.3,23.7,lognormal,165.5,0.15,lognormal,186.7,0.17,lognormal,250.0,0.08
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,153.9,0.18,normal,170.2,23.5,lognormal,188.4,0.14,lognormal,242.5,0.14
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,21.4,lognormal,153.7,0.16,lognormal,169.9,0.15,lognormal,203.1,0.11
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,20.4,lognormal,144.5,0.16,normal,158.9,21.3,lognormal,185.9,0.12
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.7,23.6,normal,159.7,21.9,lognormal,178.0,0.15,normal,218.0,22.6
-M.LRM.2.bur.1.1.D.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.1,24.0,lognormal,166.5,0.15,lognormal,186.3,0.15,normal,227.4,25.8
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.7,lognormal,139.9,0.16,lognormal,158.3,0.17,lognormal,250.0,0.09
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,18.3,lognormal,125.9,0.16,lognormal,141.3,0.16,lognormal,214.1,0.09
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,17.3,lognormal,118.6,0.17,lognormal,132.7,0.17,normal,194.6,18.7
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,19.1,lognormal,131.0,0.16,lognormal,147.3,0.17,lognormal,234.2,0.11
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,19.7,lognormal,137.4,0.17,lognormal,153.6,0.16,normal,236.4,17.2
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,19.9,lognormal,136.4,0.15,lognormal,153.2,0.15,lognormal,201.4,0.11
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,18.3,lognormal,122.9,0.16,lognormal,138.1,0.15,lognormal,183.7,0.13
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,17.1,normal,115.0,16.1,lognormal,129.6,0.15,normal,169.9,18.0
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,19.0,lognormal,128.2,0.16,lognormal,143.7,0.15,lognormal,192.8,0.13
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,19.7,lognormal,133.4,0.15,lognormal,150.2,0.15,lognormal,196.6,0.11
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,20.1,normal,135.7,18.5,lognormal,153.7,0.15,lognormal,203.5,0.13
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.2,lognormal,123.0,0.16,lognormal,137.6,0.15,lognormal,180.9,0.12
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,16.9,lognormal,115.2,0.16,lognormal,130.0,0.15,normal,168.7,17.9
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,18.9,lognormal,128.4,0.16,lognormal,143.4,0.15,lognormal,189.6,0.12
-M.LRM.2.bur.1.1.D.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,19.2,lognormal,133.3,0.15,lognormal,150.4,0.16,normal,196.1,21.0
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,154.0,0.18,lognormal,170.6,0.15,lognormal,191.0,0.16,lognormal,250.0,0.08
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,22.8,lognormal,154.2,0.16,lognormal,171.1,0.15,normal,229.6,20.6
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,22.0,lognormal,145.3,0.16,normal,160.7,21.4,normal,207.0,20.2
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.4,normal,158.9,21.4,lognormal,179.0,0.16,normal,249.9,20.3
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.0,23.2,lognormal,166.9,0.16,lognormal,187.6,0.16,normal,250.3,19.3
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.4,24.6,lognormal,170.4,0.15,lognormal,188.8,0.15,lognormal,250.0,0.06
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,21.5,lognormal,155.2,0.16,lognormal,173.3,0.16,normal,220.6,18.2
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,20.7,lognormal,144.6,0.16,lognormal,161.1,0.16,normal,201.1,18.9
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,23.2,normal,159.3,22.0,normal,179.0,25.2,lognormal,250.0,0.11
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.3,23.7,lognormal,165.5,0.15,lognormal,186.7,0.17,lognormal,250.0,0.08
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,153.9,0.18,normal,170.2,23.5,lognormal,188.4,0.14,lognormal,242.5,0.14
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,21.4,lognormal,153.7,0.16,lognormal,169.9,0.15,lognormal,203.1,0.11
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,20.4,lognormal,144.5,0.16,normal,158.9,21.3,lognormal,185.9,0.12
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.7,23.6,normal,159.7,21.9,lognormal,178.0,0.15,normal,218.0,22.6
-M.LRM.2.bur.1.1.D.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.1,24.0,lognormal,166.5,0.15,lognormal,186.3,0.15,normal,227.4,25.8
-M.LRM.2.bur.1.1.D.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,19.6,lognormal,133.7,0.15,lognormal,151.9,0.15,lognormal,210.9,0.11
-M.LRM.2.bur.1.1.D.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,17.6,lognormal,120.7,0.15,lognormal,136.5,0.15,normal,186.4,16.6
-M.LRM.2.bur.1.1.D.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,17.1,lognormal,113.5,0.15,lognormal,128.5,0.15,lognormal,173.6,0.1
-M.LRM.2.bur.1.1.D.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.6,lognormal,126.5,0.15,lognormal,142.7,0.15,normal,195.4,17.8
-M.LRM.2.bur.1.1.D.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,20.0,lognormal,131.7,0.15,lognormal,148.2,0.14,lognormal,205.1,0.1
-M.LRM.2.bur.1.1.D.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,19.7,normal,133.6,17.7,lognormal,145.5,0.13,lognormal,163.5,0.12
-M.LRM.2.bur.1.1.D.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,17.9,lognormal,120.0,0.15,lognormal,131.0,0.13,lognormal,147.4,0.13
-M.LRM.2.bur.1.1.D.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,16.6,lognormal,113.1,0.15,lognormal,123.4,0.13,lognormal,139.3,0.13
-M.LRM.2.bur.1.1.D.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.5,lognormal,125.7,0.15,lognormal,136.7,0.13,lognormal,153.5,0.12
-M.LRM.2.bur.1.1.D.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.4,normal,130.4,17.2,lognormal,142.5,0.13,lognormal,159.7,0.12
-M.LRM.2.bur.1.1.D.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.4,24.4,lognormal,169.4,0.15,normal,187.7,24.4,normal,220.9,17.5
-M.LRM.2.bur.1.1.D.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,21.6,lognormal,153.3,0.16,lognormal,169.0,0.15,lognormal,197.8,0.09
-M.LRM.2.bur.1.1.D.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,21.2,lognormal,144.7,0.16,lognormal,159.1,0.15,normal,184.3,16.3
-M.LRM.2.bur.1.1.D.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,144.1,23.4,lognormal,159.2,0.15,normal,176.1,23.2,lognormal,212.3,0.11
-M.LRM.2.bur.1.1.D.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.5,24.8,normal,165.6,22.2,lognormal,184.2,0.15,normal,222.3,22.3
-M.LRM.2.bur.1.1.D.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.7,20.4,lognormal,150.1,0.12,lognormal,151.2,0.12,lognormal,163.5,0.12
-M.LRM.2.bur.1.1.D.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.8,lognormal,134.2,0.12,lognormal,135.1,0.12,lognormal,147.9,0.13
-M.LRM.2.bur.1.1.D.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,16.9,normal,126.4,14.4,lognormal,127.8,0.12,lognormal,138.7,0.13
-M.LRM.2.bur.1.1.D.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,19.3,normal,140.5,16.2,lognormal,142.1,0.12,lognormal,153.8,0.12
-M.LRM.2.bur.1.1.D.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,19.3,lognormal,146.5,0.12,lognormal,148.3,0.13,lognormal,160.4,0.12
-M.LRM.2.bur.1.1.D.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,20.2,lognormal,140.6,0.16,lognormal,157.9,0.16,normal,224.8,20.3
-M.LRM.2.bur.1.1.D.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,18.1,lognormal,125.6,0.16,lognormal,140.8,0.16,lognormal,198.5,0.09
-M.LRM.2.bur.1.1.D.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,17.1,lognormal,118.6,0.17,lognormal,133.4,0.17,normal,184.1,16.5
-M.LRM.2.bur.1.1.D.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.7,lognormal,131.4,0.16,lognormal,147.6,0.17,normal,210.1,18.0
-M.LRM.2.bur.1.1.D.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,19.4,lognormal,137.0,0.17,lognormal,154.4,0.17,normal,216.5,18.5
-M.LRM.2.bur.1.1.D.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.0,normal,137.5,18.4,normal,145.6,16.8,lognormal,163.9,0.12
-M.LRM.2.bur.1.1.D.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,18.4,lognormal,123.7,0.15,lognormal,131.3,0.13,lognormal,147.8,0.13
-M.LRM.2.bur.1.1.D.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,17.2,lognormal,116.3,0.15,lognormal,123.9,0.14,lognormal,139.0,0.13
-M.LRM.2.bur.1.1.D.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,18.9,lognormal,128.7,0.15,lognormal,137.3,0.13,lognormal,153.5,0.13
-M.LRM.2.bur.1.1.D.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,19.9,normal,134.2,17.8,lognormal,143.5,0.13,lognormal,160.2,0.12
-M.LRM.2.bur.1.1.D.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.0,24.8,normal,170.2,23.3,lognormal,189.5,0.15,normal,228.9,21.9
-M.LRM.2.bur.1.1.D.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.9,lognormal,153.5,0.16,normal,169.3,22.9,lognormal,199.8,0.1
-M.LRM.2.bur.1.1.D.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,20.2,lognormal,145.1,0.16,lognormal,160.8,0.16,lognormal,183.2,0.09
-M.LRM.2.bur.1.1.D.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,143.2,22.8,lognormal,159.6,0.15,normal,175.8,22.9,normal,207.1,16.3
-M.LRM.2.bur.1.1.D.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,149.7,24.4,lognormal,167.5,0.16,lognormal,187.2,0.16,normal,218.2,19.3
-M.LRM.2.bur.1.1.D.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.6,20.4,lognormal,150.1,0.12,lognormal,151.2,0.12,lognormal,163.6,0.12
-M.LRM.2.bur.1.1.D.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,17.9,lognormal,134.6,0.13,lognormal,135.6,0.12,lognormal,146.8,0.12
-M.LRM.2.bur.1.1.D.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,17.1,lognormal,126.1,0.12,lognormal,127.6,0.12,lognormal,138.4,0.13
-M.LRM.2.bur.1.1.D.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,19.3,normal,140.3,16.0,lognormal,141.7,0.12,lognormal,154.0,0.12
-M.LRM.2.bur.1.1.D.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,19.3,lognormal,146.5,0.12,lognormal,148.3,0.13,lognormal,160.4,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,16.9,normal,124.6,16.1,lognormal,136.4,0.14,lognormal,163.8,0.11
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,14.2,normal,106.4,12.9,lognormal,116.7,0.13,lognormal,135.4,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,14.7,lognormal,104.7,0.15,normal,113.3,14.9,normal,131.6,14.9
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,15.0,normal,113.5,14.0,normal,124.1,14.7,lognormal,147.2,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,16.3,normal,120.7,15.6,normal,131.4,16.1,lognormal,157.7,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,17.2,normal,124.7,16.1,normal,135.6,16.7,lognormal,164.6,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,14.1,lognormal,106.3,0.13,lognormal,116.5,0.13,lognormal,135.7,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,14.6,normal,104.4,13.7,lognormal,113.0,0.14,normal,131.7,15.1
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,15.0,normal,113.4,13.9,normal,124.1,15.0,lognormal,145.9,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,16.7,normal,120.7,15.5,normal,131.5,16.3,lognormal,157.8,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.0,normal,124.9,15.9,normal,135.3,16.7,lognormal,163.5,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,14.5,normal,106.2,12.9,lognormal,116.4,0.13,lognormal,134.9,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,14.5,lognormal,104.2,0.14,lognormal,112.4,0.14,normal,130.2,15.5
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.9,normal,113.5,14.1,normal,124.0,15.2,lognormal,145.9,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,16.5,lognormal,120.7,0.14,normal,131.1,16.2,normal,156.5,16.7
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,17.2,lognormal,136.1,0.12,lognormal,147.7,0.12,lognormal,163.4,0.11
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.18,lognormal,115.1,0.15,lognormal,124.0,0.14,lognormal,135.5,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.2,0.16,lognormal,114.9,0.14,lognormal,122.3,0.13,lognormal,131.6,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.0,0.16,lognormal,123.8,0.14,lognormal,133.2,0.13,lognormal,146.2,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.15,lognormal,131.1,0.13,lognormal,141.5,0.12,lognormal,157.5,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,17.1,lognormal,135.7,0.12,lognormal,148.7,0.12,lognormal,163.8,0.11
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.4,0.17,lognormal,114.6,0.15,lognormal,124.0,0.14,lognormal,135.5,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.1,0.16,lognormal,115.0,0.14,lognormal,122.1,0.13,normal,131.2,14.6
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.3,lognormal,123.5,0.14,lognormal,133.1,0.13,lognormal,147.0,0.14
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,17.3,lognormal,130.8,0.12,normal,140.8,14.9,lognormal,157.6,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,17.1,lognormal,135.7,0.12,lognormal,147.5,0.12,lognormal,163.6,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.2,0.17,lognormal,114.3,0.15,lognormal,123.8,0.14,lognormal,134.2,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.1,0.16,lognormal,113.9,0.14,lognormal,120.6,0.14,lognormal,130.3,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.0,lognormal,123.0,0.14,lognormal,132.6,0.13,lognormal,145.8,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,17.4,lognormal,130.7,0.12,lognormal,141.3,0.12,normal,156.5,16.3
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,16.8,normal,124.7,16.0,normal,136.0,17.4,normal,164.0,17.4
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,14.1,lognormal,106.2,0.13,lognormal,116.6,0.13,lognormal,135.5,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,14.6,normal,104.3,13.7,normal,113.4,15.0,normal,131.6,14.6
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,15.1,normal,113.6,14.1,normal,123.9,14.7,lognormal,146.7,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,16.3,lognormal,120.7,0.14,normal,131.7,16.2,lognormal,159.0,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,16.6,normal,123.9,16.0,normal,135.8,17.2,lognormal,161.4,0.11
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,14.1,lognormal,106.2,0.13,lognormal,116.1,0.13,lognormal,135.6,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,14.5,lognormal,103.8,0.14,normal,111.8,13.9,lognormal,130.1,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,15.3,normal,113.3,14.0,lognormal,123.7,0.13,lognormal,145.7,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,16.6,lognormal,120.2,0.14,normal,130.6,15.8,lognormal,156.2,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,16.8,normal,123.4,15.6,normal,134.6,16.9,normal,160.7,15.8
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,14.2,lognormal,105.9,0.13,lognormal,115.5,0.13,lognormal,134.5,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,14.7,lognormal,103.2,0.14,lognormal,111.1,0.14,normal,128.9,15.1
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.9,lognormal,112.8,0.13,lognormal,123.2,0.13,lognormal,144.7,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,16.4,normal,119.6,14.8,normal,130.5,16.0,normal,155.4,16.3
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,17.1,lognormal,135.7,0.12,lognormal,148.7,0.12,lognormal,163.8,0.11
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.4,0.17,lognormal,114.6,0.15,lognormal,124.0,0.14,lognormal,135.5,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.1,0.16,lognormal,115.0,0.14,lognormal,122.1,0.13,normal,131.2,14.6
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.3,lognormal,123.5,0.14,lognormal,133.1,0.13,lognormal,147.0,0.14
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,17.3,lognormal,130.8,0.12,normal,140.8,14.9,lognormal,157.6,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,17.1,lognormal,135.7,0.12,lognormal,147.5,0.12,lognormal,163.6,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.2,0.17,lognormal,114.3,0.15,lognormal,123.8,0.14,lognormal,134.2,0.12
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.1,0.16,lognormal,113.9,0.14,lognormal,120.6,0.14,lognormal,130.3,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.0,lognormal,123.0,0.14,lognormal,132.6,0.13,lognormal,145.8,0.13
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,17.4,lognormal,130.7,0.12,lognormal,141.3,0.12,normal,156.5,16.3
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,166.1,24.5,lognormal,180.3,0.14,normal,213.3,26.4,lognormal,250.0,0.07
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,21.6,normal,158.7,21.4,lognormal,187.4,0.14,normal,216.9,23.1
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,22.1,lognormal,150.2,0.16,lognormal,174.5,0.14,normal,200.9,19.9
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,153.4,0.17,lognormal,168.2,0.15,lognormal,198.8,0.15,normal,233.1,23.6
-M.LRM.2.spm.0.0.A.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,162.7,0.17,lognormal,179.4,0.16,normal,206.0,23.6,lognormal,250.0,0.11
-M.LRM.2.spm.0.0.A.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.2,normal,123.9,15.9,normal,135.6,17.2,normal,161.6,15.8
-M.LRM.2.spm.0.0.A.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,14.2,lognormal,106.1,0.13,lognormal,116.2,0.13,lognormal,135.2,0.13
-M.LRM.2.spm.0.0.A.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,14.5,lognormal,103.9,0.14,normal,112.5,14.4,normal,127.0,13.3
-M.LRM.2.spm.0.0.A.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,15.1,lognormal,113.0,0.13,normal,123.6,14.7,lognormal,144.6,0.13
-M.LRM.2.spm.0.0.A.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.3,normal,120.1,15.5,normal,130.7,15.7,normal,155.6,16.6
-M.LRM.2.spm.0.0.A.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,17.1,normal,122.9,15.3,lognormal,129.0,0.12,lognormal,140.1,0.12
-M.LRM.2.spm.0.0.A.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,14.3,normal,105.2,12.9,lognormal,110.0,0.14,lognormal,118.5,0.16
-M.LRM.2.spm.0.0.A.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,14.5,lognormal,102.2,0.14,lognormal,106.8,0.14,lognormal,116.1,0.14
-M.LRM.2.spm.0.0.A.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,15.0,lognormal,111.5,0.13,lognormal,117.6,0.14,lognormal,127.2,0.15
-M.LRM.2.spm.0.0.A.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,16.3,normal,118.9,14.7,lognormal,124.9,0.13,lognormal,134.7,0.12
-M.LRM.2.spm.0.0.A.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,17.0,lognormal,136.3,0.12,lognormal,147.9,0.12,lognormal,162.9,0.11
-M.LRM.2.spm.0.0.A.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.5,0.18,lognormal,114.7,0.15,lognormal,123.7,0.13,lognormal,134.4,0.13
-M.LRM.2.spm.0.0.A.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.0,0.16,lognormal,114.9,0.14,lognormal,121.6,0.13,lognormal,128.0,0.12
-M.LRM.2.spm.0.0.A.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.7,0.16,lognormal,123.6,0.15,lognormal,132.9,0.13,lognormal,144.9,0.12
-M.LRM.2.spm.0.0.A.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,17.3,normal,131.0,14.9,lognormal,141.2,0.12,lognormal,155.3,0.11
-M.LRM.2.spm.0.0.A.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,16.9,lognormal,132.9,0.12,lognormal,134.7,0.12,lognormal,139.8,0.12
-M.LRM.2.spm.0.0.A.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.0,0.17,lognormal,111.4,0.15,lognormal,113.8,0.16,lognormal,118.4,0.16
-M.LRM.2.spm.0.0.A.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,15.3,lognormal,110.3,0.15,lognormal,111.4,0.15,lognormal,116.2,0.14
-M.LRM.2.spm.0.0.A.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,16.4,lognormal,120.0,0.14,lognormal,122.5,0.15,lognormal,127.3,0.15
-M.LRM.2.spm.0.0.A.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,16.8,lognormal,127.9,0.13,lognormal,129.9,0.13,lognormal,135.5,0.13
-M.LRM.2.spm.0.0.A.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,17.5,lognormal,136.3,0.12,lognormal,148.2,0.12,lognormal,162.7,0.11
-M.LRM.2.spm.0.0.A.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.7,0.18,lognormal,115.3,0.16,lognormal,124.1,0.14,lognormal,135.1,0.13
-M.LRM.2.spm.0.0.A.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.9,0.16,lognormal,115.0,0.14,lognormal,121.7,0.13,normal,127.8,13.8
-M.LRM.2.spm.0.0.A.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.8,0.16,lognormal,123.6,0.14,lognormal,133.0,0.13,lognormal,145.6,0.13
-M.LRM.2.spm.0.0.A.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.15,lognormal,131.1,0.13,normal,141.1,15.0,lognormal,156.0,0.11
-M.LRM.2.spm.0.0.A.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,16.8,lognormal,132.9,0.12,lognormal,134.6,0.12,lognormal,139.9,0.12
-M.LRM.2.spm.0.0.A.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.1,0.17,lognormal,112.3,0.16,lognormal,113.8,0.16,lognormal,118.4,0.16
-M.LRM.2.spm.0.0.A.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,15.1,lognormal,110.4,0.15,lognormal,111.6,0.15,normal,115.8,14.4
-M.LRM.2.spm.0.0.A.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,16.4,lognormal,120.0,0.14,lognormal,122.6,0.15,lognormal,127.6,0.15
-M.LRM.2.spm.0.0.A.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,16.8,lognormal,128.0,0.13,lognormal,129.9,0.13,lognormal,135.4,0.13
-M.LRM.2.spm.0.0.A.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,17.5,lognormal,136.3,0.12,lognormal,148.2,0.12,lognormal,162.7,0.11
-M.LRM.2.spm.0.0.A.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.7,0.18,lognormal,115.3,0.16,lognormal,124.1,0.14,lognormal,135.1,0.13
-M.LRM.2.spm.0.0.A.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.9,0.16,lognormal,115.0,0.14,lognormal,121.7,0.13,normal,127.8,13.8
-M.LRM.2.spm.0.0.A.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.8,0.16,lognormal,123.6,0.14,lognormal,133.0,0.13,lognormal,145.6,0.13
-M.LRM.2.spm.0.0.A.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.15,lognormal,131.1,0.13,normal,141.1,15.0,lognormal,156.0,0.11
-M.LRM.2.spm.0.0.A.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,16.8,lognormal,132.9,0.12,lognormal,134.6,0.12,lognormal,139.9,0.12
-M.LRM.2.spm.0.0.A.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.1,0.17,lognormal,112.3,0.16,lognormal,113.8,0.16,lognormal,118.4,0.16
-M.LRM.2.spm.0.0.A.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,15.1,lognormal,110.4,0.15,lognormal,111.6,0.15,normal,115.8,14.4
-M.LRM.2.spm.0.0.A.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,16.4,lognormal,120.0,0.14,lognormal,122.6,0.15,lognormal,127.6,0.15
-M.LRM.2.spm.0.0.A.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,16.8,lognormal,128.0,0.13,lognormal,129.9,0.13,lognormal,135.4,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,17.5,normal,125.9,17.1,normal,137.8,18.8,lognormal,170.3,0.12
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,15.2,lognormal,110.0,0.15,lognormal,119.9,0.14,lognormal,141.6,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.3,normal,105.6,14.3,normal,114.2,15.1,lognormal,133.4,0.11
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.2,16.5,normal,116.2,15.3,normal,126.1,15.6,lognormal,152.8,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,17.4,lognormal,122.9,0.15,lognormal,133.2,0.14,lognormal,164.2,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,17.9,normal,125.9,16.9,normal,137.3,18.1,lognormal,171.0,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,15.3,lognormal,110.1,0.15,lognormal,120.1,0.15,lognormal,142.2,0.14
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.1,lognormal,106.0,0.15,normal,114.4,15.3,lognormal,133.8,0.12
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,16.2,normal,115.9,15.1,normal,125.9,15.6,lognormal,153.4,0.14
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,16.9,lognormal,122.7,0.15,lognormal,133.3,0.14,normal,163.7,18.6
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,18.5,normal,125.9,16.9,normal,136.9,18.2,lognormal,166.7,0.12
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,15.0,lognormal,109.8,0.15,lognormal,119.8,0.14,lognormal,138.6,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.3,lognormal,105.7,0.15,normal,113.6,15.0,lognormal,130.6,0.12
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,16.2,lognormal,115.8,0.14,normal,125.5,15.5,lognormal,149.4,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,17.4,normal,122.5,16.7,lognormal,133.0,0.14,normal,160.7,17.6
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.9,0.16,lognormal,143.4,0.14,lognormal,153.1,0.12,lognormal,170.9,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.4,0.19,lognormal,122.8,0.16,lognormal,129.8,0.14,lognormal,140.7,0.14
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,16.5,lognormal,118.4,0.13,normal,123.8,13.5,normal,133.3,14.2
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.17,lognormal,130.6,0.15,lognormal,139.2,0.14,lognormal,152.5,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,18.9,lognormal,138.4,0.14,lognormal,148.0,0.13,lognormal,164.2,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,18.2,lognormal,143.0,0.14,lognormal,153.7,0.13,lognormal,170.0,0.12
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.18,lognormal,123.1,0.17,lognormal,130.3,0.14,lognormal,142.8,0.15
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.6,lognormal,118.5,0.13,lognormal,123.8,0.12,normal,133.3,14.1
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,18.6,lognormal,130.4,0.15,lognormal,139.1,0.14,lognormal,152.5,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,18.4,lognormal,138.6,0.14,lognormal,148.5,0.13,lognormal,164.4,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.2,0.16,lognormal,142.5,0.14,lognormal,151.8,0.12,lognormal,168.5,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.18,lognormal,122.1,0.17,lognormal,129.3,0.14,lognormal,139.4,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,16.7,lognormal,117.7,0.13,lognormal,122.9,0.12,lognormal,130.5,0.12
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.18,lognormal,129.8,0.15,lognormal,136.5,0.12,lognormal,149.6,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,18.8,lognormal,136.6,0.13,lognormal,146.5,0.13,normal,160.3,18.3
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,18.7,normal,126.0,17.2,lognormal,138.1,0.15,lognormal,171.0,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.1,15.5,lognormal,110.5,0.15,lognormal,120.2,0.14,lognormal,142.2,0.14
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.3,lognormal,106.2,0.15,normal,114.3,15.3,normal,133.6,14.4
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,16.4,normal,115.9,15.3,normal,126.0,15.7,lognormal,153.9,0.14
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.2,lognormal,123.0,0.15,normal,133.4,17.7,lognormal,163.8,0.12
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,17.8,normal,125.4,16.5,normal,136.7,17.7,lognormal,166.8,0.11
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,15.1,lognormal,109.3,0.14,lognormal,119.1,0.14,lognormal,140.3,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.1,lognormal,105.4,0.15,lognormal,113.5,0.14,normal,132.0,13.7
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,16.5,lognormal,115.6,0.14,normal,125.5,15.6,lognormal,151.0,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.1,normal,121.6,15.9,lognormal,132.5,0.14,lognormal,162.4,0.12
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,17.5,normal,125.6,16.7,lognormal,137.6,0.15,lognormal,163.8,0.11
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,15.3,lognormal,109.4,0.15,lognormal,118.8,0.14,lognormal,137.6,0.12
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.1,15.2,lognormal,104.8,0.15,lognormal,112.9,0.14,normal,128.4,13.6
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,16.1,lognormal,115.1,0.14,normal,125.2,15.7,lognormal,148.7,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,16.9,normal,121.2,15.8,lognormal,132.6,0.14,normal,158.4,17.2
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,18.2,lognormal,143.0,0.14,lognormal,153.7,0.13,lognormal,170.0,0.12
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.18,lognormal,123.1,0.17,lognormal,130.3,0.14,lognormal,142.8,0.15
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.6,lognormal,118.5,0.13,lognormal,123.8,0.12,normal,133.3,14.1
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,18.6,lognormal,130.4,0.15,lognormal,139.1,0.14,lognormal,152.5,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,18.4,lognormal,138.6,0.14,lognormal,148.5,0.13,lognormal,164.4,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.2,0.16,lognormal,142.5,0.14,lognormal,151.8,0.12,lognormal,168.5,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.18,lognormal,122.1,0.17,lognormal,129.3,0.14,lognormal,139.4,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,16.7,lognormal,117.7,0.13,lognormal,122.9,0.12,lognormal,130.5,0.12
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.18,lognormal,129.8,0.15,lognormal,136.5,0.12,lognormal,149.6,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,18.8,lognormal,136.6,0.13,lognormal,146.5,0.13,normal,160.3,18.3
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,167.0,25.9,lognormal,182.1,0.15,lognormal,214.1,0.14,normal,249.7,20.9
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,21.5,lognormal,157.8,0.15,normal,183.6,22.1,normal,219.3,25.1
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,22.6,lognormal,150.3,0.16,lognormal,174.9,0.15,lognormal,201.7,0.11
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,152.4,22.7,lognormal,167.6,0.15,normal,196.4,24.6,lognormal,240.9,0.13
-M.LRM.2.spm.0.0.B.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,162.2,24.5,lognormal,177.6,0.15,lognormal,208.3,0.14,normal,248.3,24.4
-M.LRM.2.spm.0.0.B.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.6,normal,125.4,16.7,lognormal,137.7,0.15,lognormal,166.1,0.11
-M.LRM.2.spm.0.0.B.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,15.3,lognormal,109.7,0.15,lognormal,119.7,0.14,lognormal,138.8,0.12
-M.LRM.2.spm.0.0.B.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.4,normal,105.4,14.2,normal,113.7,14.5,lognormal,129.7,0.11
-M.LRM.2.spm.0.0.B.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,16.1,normal,115.4,15.0,normal,125.5,15.4,lognormal,149.2,0.12
-M.LRM.2.spm.0.0.B.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,17.0,lognormal,122.4,0.15,normal,133.6,17.7,lognormal,159.5,0.11
-M.LRM.2.spm.0.0.B.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.6,normal,124.5,16.2,lognormal,132.2,0.13,lognormal,146.3,0.12
-M.LRM.2.spm.0.0.B.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.9,15.1,lognormal,108.7,0.14,lognormal,114.8,0.14,lognormal,126.4,0.16
-M.LRM.2.spm.0.0.B.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.3,lognormal,104.1,0.15,lognormal,109.7,0.14,lognormal,120.0,0.13
-M.LRM.2.spm.0.0.B.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,16.2,normal,114.2,14.2,lognormal,121.2,0.14,lognormal,133.6,0.14
-M.LRM.2.spm.0.0.B.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,17.0,lognormal,121.4,0.14,lognormal,128.2,0.13,lognormal,141.3,0.13
-M.LRM.2.spm.0.0.B.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.3,0.16,lognormal,143.5,0.14,lognormal,153.4,0.13,lognormal,167.3,0.12
-M.LRM.2.spm.0.0.B.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.0,0.19,lognormal,123.0,0.17,lognormal,130.4,0.14,lognormal,139.0,0.12
-M.LRM.2.spm.0.0.B.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.3,lognormal,118.5,0.14,normal,123.3,13.2,normal,129.7,12.7
-M.LRM.2.spm.0.0.B.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.17,lognormal,130.7,0.15,lognormal,138.7,0.13,lognormal,149.9,0.12
-M.LRM.2.spm.0.0.B.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,19.1,lognormal,138.8,0.14,lognormal,147.9,0.13,normal,160.5,17.1
-M.LRM.2.spm.0.0.B.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.8,0.15,lognormal,137.8,0.13,lognormal,139.7,0.12,lognormal,146.9,0.12
-M.LRM.2.spm.0.0.B.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.18,lognormal,119.0,0.16,lognormal,121.1,0.16,lognormal,126.3,0.16
-M.LRM.2.spm.0.0.B.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,15.9,normal,114.1,14.4,normal,115.5,14.5,normal,119.7,14.1
-M.LRM.2.spm.0.0.B.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.7,0.17,lognormal,126.2,0.15,lognormal,128.4,0.14,lognormal,134.5,0.14
-M.LRM.2.spm.0.0.B.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,18.0,lognormal,133.7,0.13,normal,135.4,15.5,lognormal,143.0,0.13
-M.LRM.2.spm.0.0.B.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,18.6,lognormal,143.1,0.14,lognormal,153.0,0.12,lognormal,166.3,0.11
-M.LRM.2.spm.0.0.B.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.9,0.19,lognormal,123.0,0.17,lognormal,129.8,0.14,lognormal,138.9,0.13
-M.LRM.2.spm.0.0.B.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,16.4,lognormal,118.4,0.14,lognormal,123.6,0.12,lognormal,130.0,0.11
-M.LRM.2.spm.0.0.B.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.17,lognormal,130.3,0.15,lognormal,138.4,0.13,lognormal,150.0,0.12
-M.LRM.2.spm.0.0.B.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.7,0.16,lognormal,138.5,0.14,lognormal,147.6,0.13,lognormal,160.3,0.11
-M.LRM.2.spm.0.0.B.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,18.0,lognormal,137.6,0.13,lognormal,140.0,0.12,lognormal,147.0,0.12
-M.LRM.2.spm.0.0.B.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.2,0.18,lognormal,118.9,0.16,lognormal,121.0,0.16,lognormal,126.4,0.16
-M.LRM.2.spm.0.0.B.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.3,normal,113.7,14.2,normal,115.0,14.2,lognormal,119.7,0.13
-M.LRM.2.spm.0.0.B.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.7,0.17,lognormal,125.8,0.14,lognormal,127.6,0.14,lognormal,133.3,0.14
-M.LRM.2.spm.0.0.B.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,17.6,lognormal,133.1,0.13,lognormal,135.2,0.12,lognormal,142.7,0.13
-M.LRM.2.spm.0.0.B.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,18.6,lognormal,143.1,0.14,lognormal,153.0,0.12,lognormal,166.3,0.11
-M.LRM.2.spm.0.0.B.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.9,0.19,lognormal,123.0,0.17,lognormal,129.8,0.14,lognormal,138.9,0.13
-M.LRM.2.spm.0.0.B.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,16.4,lognormal,118.4,0.14,lognormal,123.6,0.12,lognormal,130.0,0.11
-M.LRM.2.spm.0.0.B.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.17,lognormal,130.3,0.15,lognormal,138.4,0.13,lognormal,150.0,0.12
-M.LRM.2.spm.0.0.B.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.7,0.16,lognormal,138.5,0.14,lognormal,147.6,0.13,lognormal,160.3,0.11
-M.LRM.2.spm.0.0.B.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,18.0,lognormal,137.6,0.13,lognormal,140.0,0.12,lognormal,147.0,0.12
-M.LRM.2.spm.0.0.B.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.2,0.18,lognormal,118.9,0.16,lognormal,121.0,0.16,lognormal,126.4,0.16
-M.LRM.2.spm.0.0.B.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.3,normal,113.7,14.2,normal,115.0,14.2,lognormal,119.7,0.13
-M.LRM.2.spm.0.0.B.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.7,0.17,lognormal,125.8,0.14,lognormal,127.6,0.14,lognormal,133.3,0.14
-M.LRM.2.spm.0.0.B.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,17.6,lognormal,133.1,0.13,lognormal,135.2,0.12,lognormal,142.7,0.13
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.9,normal,127.7,18.1,lognormal,139.1,0.16,normal,178.0,19.8
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,16.3,normal,114.0,16.1,normal,123.7,17.0,normal,148.0,15.9
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,16.1,lognormal,107.9,0.16,lognormal,115.8,0.15,lognormal,134.9,0.11
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,17.6,lognormal,119.8,0.16,lognormal,130.0,0.15,normal,158.8,17.0
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.4,normal,125.0,18.4,lognormal,136.2,0.16,normal,170.4,18.3
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,19.3,lognormal,128.4,0.16,lognormal,140.0,0.16,normal,177.0,18.9
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,16.4,normal,113.8,16.1,normal,123.5,17.2,lognormal,148.1,0.12
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,16.0,lognormal,107.7,0.16,lognormal,115.8,0.15,normal,134.6,13.3
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,17.2,lognormal,119.4,0.16,normal,129.5,18.1,normal,158.6,16.9
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.3,lognormal,125.6,0.16,normal,135.7,19.0,lognormal,171.1,0.12
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.8,0.18,lognormal,128.5,0.16,lognormal,139.5,0.16,normal,174.3,21.6
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,16.0,lognormal,113.3,0.15,lognormal,122.9,0.15,lognormal,145.0,0.13
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,16.0,lognormal,107.4,0.16,normal,114.8,15.4,normal,129.7,13.6
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,17.7,lognormal,119.9,0.16,lognormal,129.4,0.15,lognormal,156.9,0.13
-M.LRM.2.spm.0.0.C.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,18.0,lognormal,125.2,0.16,lognormal,135.7,0.16,lognormal,167.4,0.13
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,19.7,lognormal,149.2,0.13,normal,158.6,18.0,lognormal,177.4,0.12
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,17.1,lognormal,127.8,0.12,normal,135.1,14.3,lognormal,148.3,0.12
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,15.6,normal,122.1,13.7,normal,126.2,13.2,lognormal,135.1,0.11
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,17.8,normal,135.9,15.2,lognormal,144.8,0.12,normal,158.2,16.2
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,19.0,normal,144.6,17.0,lognormal,154.8,0.13,lognormal,171.1,0.12
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,19.0,lognormal,149.6,0.13,normal,159.0,18.3,normal,177.6,19.7
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,17.3,normal,128.2,14.7,lognormal,136.0,0.12,lognormal,147.8,0.12
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,15.4,lognormal,122.0,0.12,normal,126.5,13.6,normal,134.7,13.5
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,17.4,lognormal,136.9,0.13,normal,145.0,15.7,normal,158.6,16.4
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,18.1,lognormal,144.1,0.13,lognormal,154.8,0.13,lognormal,171.6,0.12
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,20.2,normal,148.9,17.8,normal,156.8,17.6,lognormal,174.9,0.14
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,16.7,normal,126.8,14.3,lognormal,133.9,0.12,normal,144.8,16.4
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,15.6,lognormal,121.1,0.12,normal,124.4,13.2,normal,129.5,13.4
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,17.4,lognormal,135.2,0.12,lognormal,143.2,0.12,normal,156.1,18.2
-M.LRM.2.spm.0.0.C.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,18.5,lognormal,143.8,0.13,normal,152.0,17.0,normal,166.8,18.9
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,19.4,lognormal,128.4,0.16,lognormal,140.2,0.16,lognormal,177.1,0.12
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,16.7,normal,113.9,16.2,normal,123.4,16.8,lognormal,148.2,0.12
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,16.0,lognormal,107.6,0.16,lognormal,115.5,0.15,normal,135.0,14.0
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.2,lognormal,119.7,0.16,normal,129.8,18.2,normal,158.5,16.2
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.6,lognormal,125.1,0.16,lognormal,136.1,0.16,normal,169.7,17.7
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,19.0,lognormal,127.5,0.16,lognormal,138.6,0.15,normal,172.7,17.1
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,16.1,normal,113.0,16.0,normal,122.5,16.4,lognormal,144.7,0.11
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,16.1,lognormal,107.1,0.16,normal,115.0,15.5,normal,133.2,13.0
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,17.1,lognormal,119.0,0.16,normal,128.9,17.8,normal,155.3,15.6
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,18.3,normal,124.8,18.3,normal,135.3,18.8,normal,166.0,16.0
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.2,0.18,normal,127.0,17.9,lognormal,138.4,0.15,lognormal,168.6,0.12
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,16.4,lognormal,112.7,0.15,lognormal,121.8,0.15,lognormal,143.1,0.12
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,16.2,normal,106.5,14.9,normal,114.2,14.9,lognormal,129.0,0.11
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,17.5,lognormal,118.6,0.16,lognormal,128.6,0.15,normal,152.7,17.7
-M.LRM.2.spm.0.0.C.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.6,lognormal,125.0,0.16,normal,134.6,18.1,normal,163.6,18.6
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,19.0,lognormal,149.6,0.13,normal,159.0,18.3,normal,177.6,19.7
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,17.3,normal,128.2,14.7,lognormal,136.0,0.12,lognormal,147.8,0.12
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,15.4,lognormal,122.0,0.12,normal,126.5,13.6,normal,134.7,13.5
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,17.4,lognormal,136.9,0.13,normal,145.0,15.7,normal,158.6,16.4
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,18.1,lognormal,144.1,0.13,lognormal,154.8,0.13,lognormal,171.6,0.12
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,20.2,normal,148.9,17.8,normal,156.8,17.6,lognormal,174.9,0.14
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,16.7,normal,126.8,14.3,lognormal,133.9,0.12,normal,144.8,16.4
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,15.6,lognormal,121.1,0.12,normal,124.4,13.2,normal,129.5,13.4
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,17.4,lognormal,135.2,0.12,lognormal,143.2,0.12,normal,156.1,18.2
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,18.5,lognormal,143.8,0.13,normal,152.0,17.0,normal,166.8,18.9
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.5,lognormal,183.2,0.16,normal,213.2,24.7,lognormal,250.0,0.09
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,20.3,lognormal,155.8,0.15,lognormal,182.3,0.13,normal,211.9,21.2
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,21.5,lognormal,150.4,0.17,normal,173.1,21.2,normal,198.8,18.7
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.8,0.17,lognormal,165.9,0.15,normal,194.4,22.5,lognormal,228.5,0.1
-M.LRM.2.spm.0.0.C.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,159.6,22.5,lognormal,175.4,0.15,normal,203.4,22.7,normal,248.8,23.2
-M.LRM.2.spm.0.0.C.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,19.1,normal,126.7,17.7,lognormal,139.3,0.16,lognormal,170.8,0.1
-M.LRM.2.spm.0.0.C.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,16.4,lognormal,113.0,0.15,normal,122.5,16.4,lognormal,142.6,0.11
-M.LRM.2.spm.0.0.C.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,16.3,normal,106.7,15.0,normal,114.8,15.3,lognormal,130.6,0.1
-M.LRM.2.spm.0.0.C.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,16.9,lognormal,118.6,0.15,lognormal,129.1,0.15,normal,153.5,15.2
-M.LRM.2.spm.0.0.C.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.2,lognormal,124.4,0.16,normal,135.4,18.9,normal,164.1,16.2
-M.LRM.2.spm.0.0.C.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.18,normal,126.3,17.3,normal,135.0,16.9,lognormal,152.8,0.11
-M.LRM.2.spm.0.0.C.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,16.3,lognormal,111.8,0.15,lognormal,118.7,0.14,normal,129.5,13.3
-M.LRM.2.spm.0.0.C.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,16.1,normal,106.2,14.9,normal,112.8,14.4,normal,123.0,12.0
-M.LRM.2.spm.0.0.C.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,16.9,lognormal,117.9,0.15,normal,124.9,15.6,lognormal,138.2,0.11
-M.LRM.2.spm.0.0.C.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,18.0,lognormal,123.3,0.15,normal,131.8,16.5,lognormal,147.6,0.11
-M.LRM.2.spm.0.0.C.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,19.7,lognormal,149.8,0.13,lognormal,158.5,0.12,normal,171.1,16.7
-M.LRM.2.spm.0.0.C.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,16.8,lognormal,128.3,0.13,normal,134.9,14.2,lognormal,143.5,0.11
-M.LRM.2.spm.0.0.C.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,15.8,lognormal,121.8,0.12,normal,125.3,13.1,normal,130.5,12.4
-M.LRM.2.spm.0.0.C.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,17.5,normal,136.1,15.6,normal,144.3,15.4,normal,153.6,14.7
-M.LRM.2.spm.0.0.C.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,18.6,lognormal,144.6,0.13,lognormal,153.5,0.12,lognormal,164.9,0.11
-M.LRM.2.spm.0.0.C.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,18.1,normal,142.0,15.3,lognormal,144.4,0.11,normal,151.8,14.9
-M.LRM.2.spm.0.0.C.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.5,normal,123.1,14.5,normal,124.6,14.4,normal,130.0,13.7
-M.LRM.2.spm.0.0.C.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,14.7,lognormal,117.9,0.12,normal,119.4,12.7,normal,122.9,12.0
-M.LRM.2.spm.0.0.C.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,16.2,normal,130.0,13.9,lognormal,131.8,0.11,lognormal,138.3,0.11
-M.LRM.2.spm.0.0.C.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,17.3,normal,137.7,15.0,lognormal,140.0,0.11,normal,146.6,14.4
-M.LRM.2.spm.0.0.C.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,20.2,normal,150.1,18.6,normal,158.8,17.3,normal,171.5,17.2
-M.LRM.2.spm.0.0.C.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.16,normal,128.5,14.9,lognormal,135.6,0.12,lognormal,143.6,0.11
-M.LRM.2.spm.0.0.C.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,15.3,lognormal,121.4,0.12,normal,125.2,13.1,normal,131.0,12.8
-M.LRM.2.spm.0.0.C.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,17.6,lognormal,135.8,0.12,lognormal,144.1,0.12,lognormal,153.6,0.11
-M.LRM.2.spm.0.0.C.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,18.8,lognormal,145.1,0.13,normal,154.0,16.9,lognormal,164.9,0.1
-M.LRM.2.spm.0.0.C.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,18.1,lognormal,142.7,0.12,lognormal,144.9,0.11,lognormal,152.6,0.11
-M.LRM.2.spm.0.0.C.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,16.4,lognormal,123.3,0.13,normal,124.8,14.6,normal,130.0,13.8
-M.LRM.2.spm.0.0.C.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,14.6,lognormal,117.9,0.12,normal,119.4,12.8,normal,122.9,12.0
-M.LRM.2.spm.0.0.C.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,16.2,normal,130.1,14.1,normal,131.9,13.9,lognormal,138.7,0.11
-M.LRM.2.spm.0.0.C.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,17.3,lognormal,137.5,0.12,lognormal,139.5,0.11,lognormal,147.5,0.11
-M.LRM.2.spm.0.0.C.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,20.2,normal,150.1,18.6,normal,158.8,17.3,normal,171.5,17.2
-M.LRM.2.spm.0.0.C.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.16,normal,128.5,14.9,lognormal,135.6,0.12,lognormal,143.6,0.11
-M.LRM.2.spm.0.0.C.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,15.3,lognormal,121.4,0.12,normal,125.2,13.1,normal,131.0,12.8
-M.LRM.2.spm.0.0.C.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,17.6,lognormal,135.8,0.12,lognormal,144.1,0.12,lognormal,153.6,0.11
-M.LRM.2.spm.0.0.C.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,18.8,lognormal,145.1,0.13,normal,154.0,16.9,lognormal,164.9,0.1
-M.LRM.2.spm.0.0.C.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,18.1,lognormal,142.7,0.12,lognormal,144.9,0.11,lognormal,152.6,0.11
-M.LRM.2.spm.0.0.C.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,16.4,lognormal,123.3,0.13,normal,124.8,14.6,normal,130.0,13.8
-M.LRM.2.spm.0.0.C.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,14.6,lognormal,117.9,0.12,normal,119.4,12.8,normal,122.9,12.0
-M.LRM.2.spm.0.0.C.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,16.2,normal,130.1,14.1,normal,131.9,13.9,lognormal,138.7,0.11
-M.LRM.2.spm.0.0.C.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,17.3,lognormal,137.5,0.12,lognormal,139.5,0.11,lognormal,147.5,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,19.2,lognormal,129.2,0.17,lognormal,139.9,0.16,normal,182.7,20.5
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.5,lognormal,115.5,0.17,normal,124.7,17.6,normal,151.6,15.9
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,16.6,lognormal,108.0,0.16,normal,115.3,15.7,normal,135.3,14.1
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,18.2,lognormal,121.1,0.17,lognormal,130.8,0.16,normal,162.7,16.9
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.6,lognormal,126.2,0.17,lognormal,136.7,0.16,normal,175.6,19.3
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.3,lognormal,128.6,0.16,lognormal,139.9,0.16,normal,182.0,19.9
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,17.1,lognormal,114.9,0.16,lognormal,125.3,0.16,lognormal,151.3,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,16.4,lognormal,107.9,0.16,lognormal,116.1,0.15,normal,135.2,13.5
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,17.9,lognormal,120.2,0.16,lognormal,130.5,0.16,normal,163.0,16.3
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.7,lognormal,126.1,0.17,lognormal,137.1,0.16,normal,174.8,18.3
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,19.3,lognormal,128.2,0.16,lognormal,139.7,0.16,normal,175.7,20.2
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,17.2,lognormal,115.1,0.16,normal,124.4,17.5,normal,145.1,15.3
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.6,lognormal,107.9,0.16,normal,115.2,15.5,normal,130.5,13.4
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,17.9,lognormal,120.6,0.17,lognormal,131.0,0.16,lognormal,157.3,0.12
-M.LRM.2.spm.0.0.D.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,19.0,lognormal,126.3,0.17,lognormal,137.2,0.16,normal,169.1,19.0
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,22.0,lognormal,153.1,0.14,lognormal,163.0,0.13,normal,184.3,22.6
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,17.8,lognormal,133.5,0.13,normal,139.5,15.4,lognormal,151.3,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,15.9,lognormal,122.9,0.12,normal,127.1,13.5,lognormal,135.6,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.1,19.8,normal,140.9,17.1,lognormal,149.8,0.13,normal,162.7,16.5
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,20.9,lognormal,149.6,0.15,normal,158.2,19.5,normal,176.1,20.0
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.8,0.17,lognormal,153.3,0.14,normal,161.4,18.9,lognormal,183.7,0.12
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,18.2,normal,133.8,15.8,normal,139.6,14.9,lognormal,151.8,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,16.2,normal,122.9,13.7,normal,126.8,13.1,lognormal,135.4,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.3,19.5,lognormal,141.5,0.13,normal,148.9,17.3,normal,163.1,17.0
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,21.6,lognormal,150.0,0.14,normal,158.4,18.6,normal,175.3,17.9
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.1,21.6,lognormal,152.8,0.14,normal,160.6,18.3,normal,176.0,21.5
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,18.3,normal,132.9,15.2,normal,137.7,14.1,lognormal,144.9,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,15.9,normal,122.1,13.7,normal,125.5,13.0,lognormal,130.3,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.2,19.9,normal,141.2,17.2,normal,147.9,16.2,normal,156.5,16.5
-M.LRM.2.spm.0.0.D.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,22.0,normal,149.0,19.1,normal,156.8,17.8,normal,168.3,19.0
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.8,0.19,lognormal,129.4,0.17,normal,139.5,19.6,lognormal,183.6,0.13
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,17.3,lognormal,115.2,0.16,lognormal,124.7,0.16,normal,151.5,15.5
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,16.3,lognormal,108.2,0.17,normal,116.1,16.2,normal,135.6,13.7
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.2,lognormal,120.8,0.16,lognormal,130.7,0.16,normal,162.8,17.3
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.5,lognormal,125.7,0.17,lognormal,136.7,0.16,lognormal,175.8,0.12
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,19.3,lognormal,128.3,0.16,lognormal,139.6,0.16,normal,178.7,19.1
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.1,lognormal,114.7,0.16,lognormal,124.8,0.16,normal,149.3,14.1
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,16.1,lognormal,107.5,0.16,normal,115.4,15.8,lognormal,134.7,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,17.9,lognormal,120.0,0.16,lognormal,130.4,0.16,normal,159.9,14.8
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.4,lognormal,124.8,0.16,lognormal,136.3,0.16,lognormal,172.8,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.7,lognormal,128.5,0.17,normal,139.1,19.3,normal,172.6,18.1
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,17.6,normal,114.5,16.8,normal,124.1,17.5,normal,144.7,15.5
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,16.2,lognormal,107.4,0.16,normal,115.1,15.3,lognormal,129.6,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,17.9,lognormal,119.8,0.17,lognormal,130.6,0.16,normal,156.0,16.9
-M.LRM.2.spm.0.0.D.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.5,lognormal,125.0,0.16,lognormal,136.4,0.16,normal,166.5,18.4
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.8,0.17,lognormal,153.3,0.14,normal,161.4,18.9,lognormal,183.7,0.12
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,18.2,normal,133.8,15.8,normal,139.6,14.9,lognormal,151.8,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,16.2,normal,122.9,13.7,normal,126.8,13.1,lognormal,135.4,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.3,19.5,lognormal,141.5,0.13,normal,148.9,17.3,normal,163.1,17.0
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,21.6,lognormal,150.0,0.14,normal,158.4,18.6,normal,175.3,17.9
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.1,21.6,lognormal,152.8,0.14,normal,160.6,18.3,normal,176.0,21.5
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,18.3,normal,132.9,15.2,normal,137.7,14.1,lognormal,144.9,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,15.9,normal,122.1,13.7,normal,125.5,13.0,lognormal,130.3,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.2,19.9,normal,141.2,17.2,normal,147.9,16.2,normal,156.5,16.5
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,22.0,normal,149.0,19.1,normal,156.8,17.8,normal,168.3,19.0
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.1,27.2,lognormal,186.5,0.17,normal,211.5,24.7,lognormal,250.0,0.07
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.5,24.5,lognormal,162.9,0.16,normal,189.0,23.8,normal,237.6,26.1
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.5,0.19,lognormal,151.2,0.16,lognormal,175.3,0.14,lognormal,202.6,0.11
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.6,25.5,normal,170.0,23.3,normal,202.0,27.6,normal,249.0,22.5
-M.LRM.2.spm.0.0.D.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,166.1,26.5,lognormal,179.3,0.15,normal,209.2,26.0,lognormal,250.0,0.09
-M.LRM.2.spm.0.0.D.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,19.1,lognormal,127.7,0.16,lognormal,139.9,0.16,lognormal,177.4,0.11
-M.LRM.2.spm.0.0.D.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,17.5,lognormal,114.6,0.16,normal,124.0,17.2,normal,147.2,14.3
-M.LRM.2.spm.0.0.D.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,16.4,lognormal,107.3,0.16,normal,115.0,15.2,normal,131.0,12.0
-M.LRM.2.spm.0.0.D.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,17.7,lognormal,119.4,0.16,lognormal,130.6,0.16,normal,158.4,14.8
-M.LRM.2.spm.0.0.D.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.7,lognormal,124.9,0.16,lognormal,136.4,0.16,normal,169.7,16.2
-M.LRM.2.spm.0.0.D.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.4,lognormal,127.7,0.16,lognormal,137.7,0.15,normal,156.3,15.8
-M.LRM.2.spm.0.0.D.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.2,lognormal,114.3,0.16,lognormal,123.0,0.15,normal,135.7,12.9
-M.LRM.2.spm.0.0.D.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,16.4,normal,106.7,14.9,normal,113.7,14.2,normal,123.7,11.9
-M.LRM.2.spm.0.0.D.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,18.0,lognormal,119.1,0.16,lognormal,129.3,0.16,lognormal,144.6,0.11
-M.LRM.2.spm.0.0.D.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,19.2,lognormal,124.9,0.16,normal,133.9,17.6,lognormal,153.7,0.12
-M.LRM.2.spm.0.0.D.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,21.8,lognormal,153.5,0.15,normal,162.2,19.2,lognormal,178.7,0.12
-M.LRM.2.spm.0.0.D.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,18.3,normal,133.0,15.0,lognormal,138.6,0.11,normal,146.7,14.4
-M.LRM.2.spm.0.0.D.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,15.7,normal,122.3,13.6,normal,126.1,13.1,normal,131.4,12.4
-M.LRM.2.spm.0.0.D.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,19.9,normal,141.6,17.4,lognormal,149.0,0.12,normal,159.0,15.3
-M.LRM.2.spm.0.0.D.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,21.0,lognormal,150.0,0.14,normal,157.8,18.6,normal,169.9,16.0
-M.LRM.2.spm.0.0.D.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,19.5,lognormal,146.2,0.13,lognormal,149.3,0.12,lognormal,156.5,0.11
-M.LRM.2.spm.0.0.D.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.3,normal,129.1,14.0,normal,131.0,12.9,lognormal,135.2,0.1
-M.LRM.2.spm.0.0.D.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,15.0,normal,119.5,12.8,lognormal,121.1,0.11,lognormal,124.0,0.1
-M.LRM.2.spm.0.0.D.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,18.3,normal,136.0,15.3,lognormal,138.7,0.11,normal,144.0,14.2
-M.LRM.2.spm.0.0.D.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,19.0,lognormal,143.0,0.13,lognormal,146.0,0.12,lognormal,152.8,0.11
-M.LRM.2.spm.0.0.D.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.6,0.18,normal,152.9,19.8,normal,161.3,18.5,normal,176.8,17.7
-M.LRM.2.spm.0.0.D.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,18.3,normal,133.7,15.7,normal,139.1,14.6,normal,147.5,14.7
-M.LRM.2.spm.0.0.D.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,15.8,lognormal,122.8,0.12,normal,126.4,13.3,lognormal,131.7,0.1
-M.LRM.2.spm.0.0.D.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,19.7,normal,141.3,17.3,lognormal,148.6,0.12,normal,158.2,14.9
-M.LRM.2.spm.0.0.D.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,21.5,normal,148.5,18.6,normal,156.8,17.8,lognormal,169.6,0.1
-M.LRM.2.spm.0.0.D.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,19.6,lognormal,146.3,0.13,lognormal,149.3,0.12,lognormal,156.4,0.11
-M.LRM.2.spm.0.0.D.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,17.1,normal,129.2,14.3,lognormal,131.3,0.11,lognormal,135.4,0.1
-M.LRM.2.spm.0.0.D.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,15.0,normal,119.5,12.8,lognormal,121.1,0.11,lognormal,124.1,0.1
-M.LRM.2.spm.0.0.D.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,18.3,lognormal,136.3,0.12,lognormal,138.8,0.11,normal,144.2,14.2
-M.LRM.2.spm.0.0.D.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,18.8,lognormal,143.0,0.13,lognormal,146.1,0.12,lognormal,152.8,0.11
-M.LRM.2.spm.0.0.D.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.6,0.18,normal,152.9,19.8,normal,161.3,18.5,normal,176.8,17.7
-M.LRM.2.spm.0.0.D.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,18.3,normal,133.7,15.7,normal,139.1,14.6,normal,147.5,14.7
-M.LRM.2.spm.0.0.D.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,15.8,lognormal,122.8,0.12,normal,126.4,13.3,lognormal,131.7,0.1
-M.LRM.2.spm.0.0.D.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,19.7,normal,141.3,17.3,lognormal,148.6,0.12,normal,158.2,14.9
-M.LRM.2.spm.0.0.D.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,21.5,normal,148.5,18.6,normal,156.8,17.8,lognormal,169.6,0.1
-M.LRM.2.spm.0.0.D.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,19.6,lognormal,146.3,0.13,lognormal,149.3,0.12,lognormal,156.4,0.11
-M.LRM.2.spm.0.0.D.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,17.1,normal,129.2,14.3,lognormal,131.3,0.11,lognormal,135.4,0.1
-M.LRM.2.spm.0.0.D.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,15.0,normal,119.5,12.8,lognormal,121.1,0.11,lognormal,124.1,0.1
-M.LRM.2.spm.0.0.D.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,18.3,lognormal,136.3,0.12,lognormal,138.8,0.11,normal,144.2,14.2
-M.LRM.2.spm.0.0.D.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,18.8,lognormal,143.0,0.13,lognormal,146.1,0.12,lognormal,152.8,0.11
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,16.9,normal,124.6,16.2,lognormal,138.5,0.15,lognormal,177.2,0.15
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,14.3,normal,106.6,13.1,lognormal,118.2,0.13,lognormal,147.0,0.19
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,14.6,lognormal,105.1,0.15,lognormal,118.2,0.17,lognormal,154.0,0.12
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,15.1,lognormal,113.8,0.14,normal,125.4,15.2,lognormal,158.1,0.18
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.2,lognormal,121.1,0.14,normal,133.1,17.2,lognormal,171.5,0.17
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,17.2,normal,124.8,16.4,lognormal,138.2,0.15,lognormal,179.9,0.17
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,14.2,normal,106.3,12.9,lognormal,118.4,0.14,lognormal,146.2,0.19
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,14.6,normal,104.8,14.0,lognormal,118.1,0.17,normal,154.2,17.4
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,15.0,normal,113.5,14.1,normal,125.3,15.3,lognormal,157.5,0.18
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,16.4,lognormal,120.8,0.14,normal,132.9,17.4,lognormal,170.4,0.16
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,16.9,normal,124.6,16.0,normal,137.6,18.3,lognormal,172.2,0.14
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,14.2,lognormal,106.7,0.13,lognormal,118.7,0.14,lognormal,143.3,0.16
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,14.7,normal,104.6,13.9,normal,116.4,16.3,normal,146.1,14.2
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,15.2,normal,113.7,14.2,normal,125.1,15.1,lognormal,154.1,0.16
-M.LRM.2.spm.0.1.A.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,16.4,lognormal,121.2,0.14,normal,133.2,17.2,lognormal,164.9,0.13
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,16.9,lognormal,137.4,0.13,lognormal,152.6,0.12,lognormal,176.2,0.15
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.5,0.18,lognormal,116.9,0.17,lognormal,128.6,0.15,lognormal,145.5,0.18
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.17,lognormal,117.7,0.15,normal,131.6,14.8,normal,153.9,17.1
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,16.9,lognormal,124.2,0.15,lognormal,135.8,0.13,lognormal,156.6,0.18
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,17.5,lognormal,133.1,0.14,lognormal,147.9,0.14,lognormal,169.2,0.15
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,17.1,lognormal,137.9,0.13,lognormal,152.6,0.12,lognormal,176.9,0.15
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.3,0.18,lognormal,115.7,0.16,lognormal,128.9,0.16,lognormal,145.8,0.18
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.5,0.17,lognormal,116.9,0.14,normal,131.2,14.9,lognormal,154.0,0.12
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.3,0.17,lognormal,124.1,0.15,lognormal,137.5,0.14,lognormal,157.1,0.17
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,17.1,lognormal,132.6,0.13,lognormal,147.1,0.13,lognormal,171.0,0.17
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,17.2,lognormal,136.4,0.12,lognormal,152.2,0.12,lognormal,172.7,0.13
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.6,0.18,lognormal,115.2,0.16,lognormal,127.4,0.15,lognormal,142.7,0.16
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.17,lognormal,116.1,0.14,normal,129.1,13.8,normal,146.0,14.1
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.5,0.16,lognormal,123.3,0.15,lognormal,135.2,0.13,lognormal,154.7,0.16
-M.LRM.2.spm.0.1.A.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,17.1,lognormal,131.4,0.12,lognormal,145.1,0.12,lognormal,164.0,0.13
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,16.7,normal,124.4,16.0,normal,137.3,18.3,lognormal,174.1,0.14
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,14.4,lognormal,106.7,0.13,lognormal,118.3,0.14,lognormal,146.6,0.19
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,14.6,lognormal,105.3,0.15,lognormal,117.7,0.16,lognormal,153.8,0.12
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,15.1,normal,113.6,14.1,normal,125.2,15.3,lognormal,157.7,0.17
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,16.3,normal,121.0,15.4,lognormal,133.8,0.14,lognormal,168.3,0.15
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,16.9,normal,123.9,15.7,normal,136.1,17.3,lognormal,173.1,0.15
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,14.2,lognormal,106.6,0.14,lognormal,117.8,0.14,lognormal,143.4,0.17
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,14.6,lognormal,103.9,0.14,lognormal,114.3,0.15,lognormal,140.3,0.14
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,15.1,normal,113.2,14.2,lognormal,124.8,0.13,lognormal,153.3,0.16
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,16.2,normal,119.7,15.0,normal,131.7,16.4,lognormal,164.9,0.15
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,16.7,normal,123.9,15.7,normal,136.7,17.8,lognormal,169.2,0.13
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,14.1,normal,106.0,13.0,lognormal,117.6,0.14,lognormal,139.9,0.14
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,14.7,lognormal,103.7,0.15,lognormal,113.2,0.15,lognormal,137.3,0.13
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.9,lognormal,113.0,0.13,normal,124.3,15.1,lognormal,152.0,0.15
-M.LRM.2.spm.0.1.A.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,16.3,lognormal,120.0,0.14,normal,131.6,16.4,lognormal,163.4,0.13
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,17.1,lognormal,137.9,0.13,lognormal,152.6,0.12,lognormal,176.9,0.15
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.3,0.18,lognormal,115.7,0.16,lognormal,128.9,0.16,lognormal,145.8,0.18
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.5,0.17,lognormal,116.9,0.14,normal,131.2,14.9,lognormal,154.0,0.12
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.3,0.17,lognormal,124.1,0.15,lognormal,137.5,0.14,lognormal,157.1,0.17
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,17.1,lognormal,132.6,0.13,lognormal,147.1,0.13,lognormal,171.0,0.17
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,17.2,lognormal,136.4,0.12,lognormal,152.2,0.12,lognormal,172.7,0.13
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.6,0.18,lognormal,115.2,0.16,lognormal,127.4,0.15,lognormal,142.7,0.16
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.17,lognormal,116.1,0.14,normal,129.1,13.8,normal,146.0,14.1
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.5,0.16,lognormal,123.3,0.15,lognormal,135.2,0.13,lognormal,154.7,0.16
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,17.1,lognormal,131.4,0.12,lognormal,145.1,0.12,lognormal,164.0,0.13
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.5,24.1,lognormal,183.4,0.16,normal,214.7,25.8,normal,214.8,25.9
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,21.4,normal,158.2,21.0,lognormal,191.1,0.15,normal,247.1,27.7
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,21.7,lognormal,150.7,0.17,normal,178.1,23.7,normal,220.4,19.8
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,23.1,lognormal,167.2,0.15,normal,200.9,26.6,lognormal,250.0,0.09
-M.LRM.2.spm.0.1.A.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,162.6,25.0,lognormal,178.5,0.15,normal,210.8,26.7,lognormal,250.0,0.06
-M.LRM.2.spm.0.1.A.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,17.0,normal,124.1,16.0,normal,136.5,17.8,lognormal,172.0,0.14
-M.LRM.2.spm.0.1.A.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,14.3,lognormal,106.2,0.13,lognormal,117.9,0.14,lognormal,142.9,0.17
-M.LRM.2.spm.0.1.A.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,14.4,lognormal,104.1,0.14,lognormal,115.2,0.15,lognormal,138.5,0.14
-M.LRM.2.spm.0.1.A.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,14.9,lognormal,113.2,0.13,normal,124.9,15.1,lognormal,153.8,0.17
-M.LRM.2.spm.0.1.A.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,16.4,lognormal,120.6,0.14,lognormal,132.6,0.14,lognormal,165.8,0.15
-M.LRM.2.spm.0.1.A.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,16.8,normal,122.7,15.5,normal,128.8,14.9,lognormal,142.9,0.14
-M.LRM.2.spm.0.1.A.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,14.0,lognormal,105.2,0.13,lognormal,110.4,0.14,lognormal,120.1,0.17
-M.LRM.2.spm.0.1.A.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,14.7,lognormal,102.5,0.14,lognormal,107.6,0.15,lognormal,120.9,0.16
-M.LRM.2.spm.0.1.A.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,15.0,lognormal,111.6,0.13,lognormal,117.7,0.14,lognormal,128.6,0.16
-M.LRM.2.spm.0.1.A.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,16.4,normal,118.9,14.7,lognormal,125.2,0.13,lognormal,137.6,0.14
-M.LRM.2.spm.0.1.A.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,17.3,lognormal,137.9,0.13,lognormal,152.8,0.12,lognormal,173.8,0.14
-M.LRM.2.spm.0.1.A.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.0,0.18,lognormal,115.6,0.16,lognormal,128.5,0.15,lognormal,143.8,0.17
-M.LRM.2.spm.0.1.A.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.2,lognormal,116.6,0.14,lognormal,128.7,0.13,lognormal,139.9,0.14
-M.LRM.2.spm.0.1.A.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,16.4,lognormal,124.1,0.15,lognormal,137.4,0.14,lognormal,157.1,0.18
-M.LRM.2.spm.0.1.A.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.15,lognormal,132.4,0.13,lognormal,146.0,0.12,lognormal,167.6,0.15
-M.LRM.2.spm.0.1.A.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,17.0,lognormal,133.2,0.12,lognormal,135.0,0.12,lognormal,143.5,0.14
-M.LRM.2.spm.0.1.A.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.3,0.18,lognormal,112.9,0.16,lognormal,114.8,0.16,lognormal,120.4,0.17
-M.LRM.2.spm.0.1.A.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.9,0.16,lognormal,111.1,0.15,lognormal,112.5,0.15,lognormal,121.4,0.17
-M.LRM.2.spm.0.1.A.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,16.5,lognormal,120.0,0.14,lognormal,122.4,0.15,lognormal,128.5,0.16
-M.LRM.2.spm.0.1.A.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,16.9,lognormal,128.3,0.13,lognormal,130.2,0.13,lognormal,137.2,0.14
-M.LRM.2.spm.0.1.A.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,17.0,lognormal,137.3,0.13,lognormal,153.0,0.12,lognormal,174.0,0.14
-M.LRM.2.spm.0.1.A.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.7,0.18,lognormal,115.3,0.16,lognormal,128.3,0.15,lognormal,143.8,0.17
-M.LRM.2.spm.0.1.A.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.3,0.16,lognormal,117.5,0.15,lognormal,128.7,0.13,lognormal,141.5,0.15
-M.LRM.2.spm.0.1.A.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.0,0.16,lognormal,124.0,0.15,lognormal,137.4,0.14,lognormal,156.9,0.18
-M.LRM.2.spm.0.1.A.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.4,0.16,lognormal,132.9,0.14,lognormal,147.8,0.14,lognormal,167.2,0.15
-M.LRM.2.spm.0.1.A.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.5,lognormal,132.9,0.12,lognormal,134.9,0.12,lognormal,142.8,0.13
-M.LRM.2.spm.0.1.A.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.3,0.17,lognormal,112.8,0.16,lognormal,114.6,0.16,lognormal,120.1,0.17
-M.LRM.2.spm.0.1.A.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.8,0.16,lognormal,111.1,0.15,lognormal,112.4,0.16,lognormal,121.2,0.16
-M.LRM.2.spm.0.1.A.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.5,lognormal,119.9,0.14,lognormal,122.4,0.15,lognormal,128.3,0.15
-M.LRM.2.spm.0.1.A.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.15,lognormal,128.1,0.13,lognormal,129.8,0.13,lognormal,137.4,0.14
-M.LRM.2.spm.0.1.A.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,17.0,lognormal,137.3,0.13,lognormal,153.0,0.12,lognormal,174.0,0.14
-M.LRM.2.spm.0.1.A.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.7,0.18,lognormal,115.3,0.16,lognormal,128.3,0.15,lognormal,143.8,0.17
-M.LRM.2.spm.0.1.A.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.3,0.16,lognormal,117.5,0.15,lognormal,128.7,0.13,lognormal,141.5,0.15
-M.LRM.2.spm.0.1.A.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.0,0.16,lognormal,124.0,0.15,lognormal,137.4,0.14,lognormal,156.9,0.18
-M.LRM.2.spm.0.1.A.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.4,0.16,lognormal,132.9,0.14,lognormal,147.8,0.14,lognormal,167.2,0.15
-M.LRM.2.spm.0.1.A.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.5,lognormal,132.9,0.12,lognormal,134.9,0.12,lognormal,142.8,0.13
-M.LRM.2.spm.0.1.A.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.3,0.17,lognormal,112.8,0.16,lognormal,114.6,0.16,lognormal,120.1,0.17
-M.LRM.2.spm.0.1.A.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.8,0.16,lognormal,111.1,0.15,lognormal,112.4,0.16,lognormal,121.2,0.16
-M.LRM.2.spm.0.1.A.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.5,lognormal,119.9,0.14,lognormal,122.4,0.15,lognormal,128.3,0.15
-M.LRM.2.spm.0.1.A.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.15,lognormal,128.1,0.13,lognormal,129.8,0.13,lognormal,137.4,0.14
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,17.9,normal,125.7,16.9,normal,139.0,19.5,lognormal,199.7,0.21
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,15.0,lognormal,110.1,0.15,lognormal,121.3,0.15,lognormal,163.6,0.23
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.4,lognormal,106.4,0.15,lognormal,118.8,0.17,lognormal,155.7,0.11
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,16.1,lognormal,116.3,0.15,lognormal,128.2,0.15,lognormal,178.8,0.22
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,17.2,lognormal,122.9,0.15,lognormal,134.8,0.15,lognormal,190.4,0.21
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,18.4,lognormal,126.3,0.15,normal,138.0,18.5,lognormal,194.0,0.18
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,15.4,lognormal,110.4,0.15,lognormal,121.4,0.15,lognormal,162.9,0.23
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.4,lognormal,106.9,0.16,lognormal,118.6,0.17,lognormal,155.4,0.11
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,16.0,lognormal,116.2,0.15,lognormal,128.1,0.15,lognormal,177.5,0.22
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.4,lognormal,122.9,0.15,lognormal,135.8,0.16,lognormal,189.5,0.2
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,17.7,normal,125.3,16.5,lognormal,138.3,0.15,lognormal,187.5,0.17
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,15.3,lognormal,110.3,0.15,lognormal,120.9,0.15,lognormal,155.3,0.18
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,15.0,lognormal,105.9,0.15,lognormal,117.6,0.16,lognormal,147.7,0.1
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,16.0,normal,115.8,15.2,lognormal,127.8,0.15,lognormal,167.5,0.18
-M.LRM.2.spm.0.1.B.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,17.7,lognormal,122.8,0.15,lognormal,134.7,0.15,lognormal,180.3,0.17
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,18.9,lognormal,144.4,0.14,lognormal,160.0,0.14,lognormal,195.3,0.19
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.3,0.19,lognormal,124.8,0.18,lognormal,138.6,0.17,lognormal,162.6,0.22
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,17.1,lognormal,121.2,0.14,lognormal,134.7,0.12,lognormal,155.8,0.11
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.18,lognormal,131.7,0.16,lognormal,147.3,0.16,lognormal,178.2,0.22
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.2,0.16,lognormal,139.0,0.15,lognormal,156.2,0.15,lognormal,187.7,0.19
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.7,0.15,lognormal,144.9,0.15,normal,160.1,19.5,lognormal,196.4,0.19
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.18,lognormal,124.9,0.18,lognormal,138.4,0.17,lognormal,165.2,0.23
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,17.6,lognormal,121.3,0.15,lognormal,134.2,0.12,lognormal,155.7,0.11
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.9,0.17,lognormal,132.2,0.17,lognormal,147.4,0.17,lognormal,176.1,0.22
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,19.1,lognormal,139.3,0.14,lognormal,156.1,0.15,lognormal,190.2,0.21
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,18.8,lognormal,143.6,0.14,lognormal,158.7,0.13,lognormal,187.1,0.16
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.19,lognormal,123.8,0.17,lognormal,136.5,0.16,lognormal,154.8,0.18
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.4,lognormal,120.1,0.14,normal,130.8,13.1,lognormal,147.6,0.1
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.18,lognormal,131.3,0.16,lognormal,145.9,0.16,lognormal,168.1,0.18
-M.LRM.2.spm.0.1.B.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.2,0.17,lognormal,139.6,0.15,lognormal,154.6,0.15,lognormal,178.5,0.15
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,18.3,lognormal,126.3,0.15,lognormal,139.7,0.16,lognormal,197.7,0.2
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,15.9,lognormal,110.4,0.15,lognormal,121.4,0.15,lognormal,162.8,0.22
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.2,normal,106.2,14.7,lognormal,118.7,0.17,lognormal,155.3,0.11
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,16.3,normal,116.0,14.9,lognormal,127.8,0.15,lognormal,175.2,0.21
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,17.2,lognormal,123.0,0.15,lognormal,134.8,0.15,lognormal,188.9,0.2
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,17.6,normal,125.4,16.8,lognormal,138.2,0.15,lognormal,176.7,0.14
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,15.2,lognormal,109.7,0.15,lognormal,120.9,0.15,lognormal,150.2,0.18
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.4,lognormal,105.5,0.15,lognormal,115.5,0.15,lognormal,141.4,0.13
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,16.0,normal,114.9,14.5,lognormal,126.4,0.14,lognormal,161.1,0.16
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.0,lognormal,122.3,0.15,normal,133.4,17.7,lognormal,172.1,0.15
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,18.4,normal,125.4,16.6,lognormal,137.8,0.15,lognormal,172.9,0.13
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,15.0,lognormal,109.1,0.14,lognormal,120.3,0.15,lognormal,147.0,0.16
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,15.2,lognormal,105.1,0.15,normal,114.9,15.7,lognormal,137.5,0.12
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,16.3,lognormal,115.1,0.14,normal,125.6,15.7,lognormal,157.8,0.15
-M.LRM.2.spm.0.1.B.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.0,lognormal,122.0,0.15,normal,134.0,18.1,lognormal,166.9,0.13
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.7,0.15,lognormal,144.9,0.15,normal,160.1,19.5,lognormal,196.4,0.19
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.18,lognormal,124.9,0.18,lognormal,138.4,0.17,lognormal,165.2,0.23
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,17.6,lognormal,121.3,0.15,lognormal,134.2,0.12,lognormal,155.7,0.11
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.9,0.17,lognormal,132.2,0.17,lognormal,147.4,0.17,lognormal,176.1,0.22
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,19.1,lognormal,139.3,0.14,lognormal,156.1,0.15,lognormal,190.2,0.21
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,18.8,lognormal,143.6,0.14,lognormal,158.7,0.13,lognormal,187.1,0.16
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.19,lognormal,123.8,0.17,lognormal,136.5,0.16,lognormal,154.8,0.18
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.4,lognormal,120.1,0.14,normal,130.8,13.1,lognormal,147.6,0.1
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.18,lognormal,131.3,0.16,lognormal,145.9,0.16,lognormal,168.1,0.18
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.2,0.17,lognormal,139.6,0.15,lognormal,154.6,0.15,lognormal,178.5,0.15
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.4,lognormal,180.7,0.14,lognormal,218.1,0.15,lognormal,250.0,0.06
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.5,0.17,normal,156.1,19.8,lognormal,187.2,0.15,normal,223.1,20.1
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,21.6,lognormal,150.8,0.17,lognormal,179.5,0.15,normal,222.7,23.4
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,153.7,23.3,lognormal,168.1,0.15,normal,196.6,23.2,lognormal,250.0,0.11
-M.LRM.2.spm.0.1.B.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,160.1,23.1,lognormal,177.7,0.16,lognormal,207.0,0.13,normal,250.3,19.1
-M.LRM.2.spm.0.1.B.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,18.3,normal,125.6,16.8,normal,137.9,18.2,lognormal,179.9,0.15
-M.LRM.2.spm.0.1.B.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,15.4,lognormal,109.4,0.14,lognormal,121.0,0.15,lognormal,149.2,0.17
-M.LRM.2.spm.0.1.B.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.3,lognormal,105.8,0.15,lognormal,115.9,0.15,lognormal,139.8,0.13
-M.LRM.2.spm.0.1.B.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,16.0,lognormal,115.6,0.14,lognormal,126.9,0.14,lognormal,160.2,0.16
-M.LRM.2.spm.0.1.B.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,17.7,lognormal,122.5,0.15,normal,134.0,17.7,lognormal,172.0,0.15
-M.LRM.2.spm.0.1.B.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.5,normal,124.5,16.2,lognormal,132.4,0.13,lognormal,151.2,0.14
-M.LRM.2.spm.0.1.B.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.9,15.1,lognormal,108.6,0.14,lognormal,114.8,0.14,lognormal,129.7,0.17
-M.LRM.2.spm.0.1.B.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.4,lognormal,104.4,0.15,lognormal,110.5,0.15,lognormal,126.0,0.15
-M.LRM.2.spm.0.1.B.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,16.1,lognormal,114.7,0.14,lognormal,121.2,0.13,lognormal,137.9,0.16
-M.LRM.2.spm.0.1.B.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.0,lognormal,121.5,0.15,normal,128.6,15.9,lognormal,145.8,0.15
-M.LRM.2.spm.0.1.B.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.0,0.15,lognormal,145.0,0.15,lognormal,159.5,0.13,lognormal,182.8,0.16
-M.LRM.2.spm.0.1.B.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.18,lognormal,124.6,0.18,lognormal,136.2,0.16,lognormal,151.9,0.18
-M.LRM.2.spm.0.1.B.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,17.1,lognormal,120.9,0.14,lognormal,130.0,0.12,lognormal,141.3,0.13
-M.LRM.2.spm.0.1.B.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.2,0.17,lognormal,131.4,0.16,lognormal,144.6,0.15,lognormal,163.5,0.17
-M.LRM.2.spm.0.1.B.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,19.0,lognormal,139.8,0.15,lognormal,155.2,0.15,lognormal,177.1,0.17
-M.LRM.2.spm.0.1.B.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,17.9,lognormal,137.7,0.13,lognormal,140.1,0.12,lognormal,149.8,0.13
-M.LRM.2.spm.0.1.B.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.4,0.18,lognormal,119.0,0.16,lognormal,120.9,0.16,lognormal,129.7,0.18
-M.LRM.2.spm.0.1.B.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,16.1,normal,115.1,15.0,normal,116.7,15.1,lognormal,125.9,0.15
-M.LRM.2.spm.0.1.B.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.7,0.17,lognormal,125.9,0.14,lognormal,128.2,0.14,lognormal,137.8,0.16
-M.LRM.2.spm.0.1.B.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,18.0,lognormal,133.2,0.13,lognormal,135.3,0.13,lognormal,145.9,0.15
-M.LRM.2.spm.0.1.B.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,18.7,lognormal,144.3,0.14,lognormal,159.7,0.13,lognormal,183.1,0.15
-M.LRM.2.spm.0.1.B.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.18,lognormal,124.6,0.18,lognormal,136.7,0.16,lognormal,152.7,0.19
-M.LRM.2.spm.0.1.B.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,17.4,lognormal,121.3,0.14,lognormal,130.5,0.12,lognormal,143.2,0.14
-M.LRM.2.spm.0.1.B.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.0,0.18,lognormal,131.8,0.16,lognormal,145.5,0.15,lognormal,163.3,0.17
-M.LRM.2.spm.0.1.B.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,18.3,lognormal,139.5,0.14,lognormal,154.5,0.14,lognormal,178.0,0.17
-M.LRM.2.spm.0.1.B.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,17.0,lognormal,137.4,0.12,lognormal,139.8,0.12,lognormal,150.2,0.14
-M.LRM.2.spm.0.1.B.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.18,lognormal,119.0,0.16,lognormal,120.8,0.16,lognormal,129.5,0.18
-M.LRM.2.spm.0.1.B.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.8,lognormal,115.1,0.14,lognormal,116.8,0.14,lognormal,125.9,0.15
-M.LRM.2.spm.0.1.B.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.17,lognormal,125.9,0.14,lognormal,128.1,0.14,lognormal,137.6,0.16
-M.LRM.2.spm.0.1.B.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,18.0,lognormal,133.2,0.13,lognormal,135.2,0.13,lognormal,145.9,0.15
-M.LRM.2.spm.0.1.B.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,18.7,lognormal,144.3,0.14,lognormal,159.7,0.13,lognormal,183.1,0.15
-M.LRM.2.spm.0.1.B.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.18,lognormal,124.6,0.18,lognormal,136.7,0.16,lognormal,152.7,0.19
-M.LRM.2.spm.0.1.B.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,17.4,lognormal,121.3,0.14,lognormal,130.5,0.12,lognormal,143.2,0.14
-M.LRM.2.spm.0.1.B.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.0,0.18,lognormal,131.8,0.16,lognormal,145.5,0.15,lognormal,163.3,0.17
-M.LRM.2.spm.0.1.B.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,18.3,lognormal,139.5,0.14,lognormal,154.5,0.14,lognormal,178.0,0.17
-M.LRM.2.spm.0.1.B.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,17.0,lognormal,137.4,0.12,lognormal,139.8,0.12,lognormal,150.2,0.14
-M.LRM.2.spm.0.1.B.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.18,lognormal,119.0,0.16,lognormal,120.8,0.16,lognormal,129.5,0.18
-M.LRM.2.spm.0.1.B.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.8,lognormal,115.1,0.14,lognormal,116.8,0.14,lognormal,125.9,0.15
-M.LRM.2.spm.0.1.B.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.17,lognormal,125.9,0.14,lognormal,128.1,0.14,lognormal,137.6,0.16
-M.LRM.2.spm.0.1.B.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,18.0,lognormal,133.2,0.13,lognormal,135.2,0.13,lognormal,145.9,0.15
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,19.2,lognormal,128.3,0.16,lognormal,141.1,0.17,lognormal,207.8,0.1
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,16.1,lognormal,114.0,0.16,lognormal,126.3,0.17,lognormal,171.3,0.12
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,16.1,lognormal,108.6,0.17,lognormal,119.3,0.17,lognormal,157.1,0.1
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.3,lognormal,120.0,0.17,lognormal,132.1,0.17,normal,184.8,18.2
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,18.1,lognormal,125.3,0.16,lognormal,137.5,0.17,normal,196.3,16.7
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,19.2,lognormal,128.6,0.16,lognormal,141.2,0.17,lognormal,205.8,0.09
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.1,16.1,lognormal,114.1,0.16,lognormal,126.5,0.17,lognormal,170.2,0.11
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,16.5,lognormal,108.2,0.16,lognormal,119.3,0.17,normal,157.0,14.2
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.1,lognormal,119.8,0.16,lognormal,132.7,0.17,lognormal,184.2,0.11
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.8,lognormal,126.0,0.17,lognormal,138.1,0.16,normal,198.7,19.3
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,18.8,lognormal,128.5,0.16,lognormal,141.1,0.17,normal,197.6,18.8
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.1,16.4,lognormal,114.1,0.16,lognormal,126.2,0.17,normal,161.1,13.3
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,16.2,lognormal,108.3,0.17,lognormal,119.1,0.17,lognormal,149.5,0.1
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.3,lognormal,119.7,0.16,lognormal,132.5,0.17,normal,174.7,15.4
-M.LRM.2.spm.0.1.C.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,18.0,lognormal,125.6,0.17,lognormal,138.1,0.17,lognormal,189.1,0.1
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,19.2,lognormal,150.8,0.13,normal,168.4,19.9,normal,206.7,17.8
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,16.8,lognormal,130.3,0.13,normal,145.8,16.1,lognormal,170.8,0.11
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,16.1,normal,124.7,14.1,normal,137.4,14.4,lognormal,157.5,0.1
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,17.8,normal,137.8,16.2,normal,154.6,17.8,lognormal,184.0,0.1
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,19.1,normal,146.6,17.5,normal,163.4,19.1,lognormal,197.8,0.1
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,19.3,normal,150.8,18.4,normal,168.5,19.8,normal,204.5,15.5
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,lognormal,130.4,0.13,lognormal,146.3,0.12,lognormal,170.4,0.11
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,16.5,normal,125.4,14.3,normal,137.5,14.5,normal,157.2,13.8
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.2,normal,137.6,16.2,normal,155.1,17.8,lognormal,183.5,0.1
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,18.7,normal,146.2,17.9,normal,163.7,18.9,normal,198.0,17.9
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,19.7,lognormal,149.9,0.13,lognormal,166.4,0.13,normal,198.0,20.0
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,16.8,normal,128.8,14.9,normal,143.2,15.4,normal,160.9,13.7
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,16.0,lognormal,123.4,0.12,normal,133.9,13.8,lognormal,149.4,0.1
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,17.9,normal,136.2,15.6,normal,152.6,17.1,normal,175.7,16.0
-M.LRM.2.spm.0.1.C.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.1,0.16,lognormal,145.5,0.13,lognormal,160.6,0.13,normal,189.7,18.7
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.4,0.18,lognormal,128.9,0.17,lognormal,141.5,0.17,normal,204.2,17.3
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,16.3,lognormal,114.6,0.16,lognormal,126.9,0.17,lognormal,169.4,0.11
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,16.4,lognormal,108.5,0.16,lognormal,119.4,0.17,normal,156.8,14.0
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.4,lognormal,119.9,0.16,lognormal,132.5,0.17,lognormal,182.4,0.1
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.6,normal,125.0,18.3,lognormal,138.3,0.17,normal,194.8,15.9
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,18.6,lognormal,127.7,0.16,lognormal,139.7,0.16,lognormal,184.6,0.12
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,16.3,lognormal,113.4,0.16,normal,124.1,17.4,lognormal,156.0,0.13
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,16.3,lognormal,107.6,0.16,normal,116.6,16.3,normal,144.0,16.6
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.4,lognormal,119.1,0.16,lognormal,130.7,0.16,lognormal,166.6,0.12
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.0,lognormal,124.8,0.16,lognormal,136.8,0.16,lognormal,177.9,0.12
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.1,normal,127.6,18.2,lognormal,139.8,0.16,lognormal,177.9,0.12
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.1,16.3,lognormal,112.7,0.15,normal,123.4,17.0,lognormal,152.0,0.13
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,16.2,lognormal,107.3,0.16,normal,116.1,16.2,lognormal,137.6,0.12
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.1,lognormal,118.7,0.15,lognormal,129.5,0.15,normal,161.0,17.9
-M.LRM.2.spm.0.1.C.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,18.1,lognormal,124.5,0.16,lognormal,137.1,0.16,lognormal,173.5,0.13
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,19.3,normal,150.8,18.4,normal,168.5,19.8,normal,204.5,15.5
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,lognormal,130.4,0.13,lognormal,146.3,0.12,lognormal,170.4,0.11
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,16.5,normal,125.4,14.3,normal,137.5,14.5,normal,157.2,13.8
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.2,normal,137.6,16.2,normal,155.1,17.8,lognormal,183.5,0.1
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,18.7,normal,146.2,17.9,normal,163.7,18.9,normal,198.0,17.9
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,19.7,lognormal,149.9,0.13,lognormal,166.4,0.13,normal,198.0,20.0
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,16.8,normal,128.8,14.9,normal,143.2,15.4,normal,160.9,13.7
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,16.0,lognormal,123.4,0.12,normal,133.9,13.8,lognormal,149.4,0.1
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,17.9,normal,136.2,15.6,normal,152.6,17.1,normal,175.7,16.0
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.1,0.16,lognormal,145.5,0.13,lognormal,160.6,0.13,normal,189.7,18.7
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,167.0,25.7,normal,180.4,22.8,normal,212.6,25.3,lognormal,250.0,0.06
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,20.5,normal,154.6,19.2,lognormal,185.9,0.15,normal,221.7,20.8
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,21.2,lognormal,149.4,0.16,lognormal,180.3,0.16,normal,221.3,21.4
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.7,0.17,lognormal,165.7,0.14,lognormal,198.3,0.14,normal,247.7,25.9
-M.LRM.2.spm.0.1.C.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,159.7,22.6,lognormal,175.6,0.15,normal,206.4,23.3,normal,250.0,20.0
-M.LRM.2.spm.0.1.C.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.0,lognormal,127.1,0.16,lognormal,140.2,0.16,lognormal,185.4,0.13
-M.LRM.2.spm.0.1.C.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,16.1,lognormal,113.5,0.15,normal,124.3,17.5,lognormal,154.6,0.14
-M.LRM.2.spm.0.1.C.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,16.3,lognormal,107.4,0.16,lognormal,117.5,0.16,lognormal,142.5,0.13
-M.LRM.2.spm.0.1.C.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.0,lognormal,119.1,0.16,lognormal,130.9,0.16,lognormal,166.1,0.13
-M.LRM.2.spm.0.1.C.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,17.8,normal,123.9,17.4,lognormal,136.1,0.16,lognormal,178.2,0.12
-M.LRM.2.spm.0.1.C.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.2,normal,126.8,17.7,normal,135.7,17.4,lognormal,155.6,0.11
-M.LRM.2.spm.0.1.C.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,16.2,lognormal,112.1,0.15,lognormal,119.2,0.14,normal,134.4,15.5
-M.LRM.2.spm.0.1.C.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,16.2,lognormal,106.6,0.16,normal,113.6,15.0,lognormal,129.2,0.11
-M.LRM.2.spm.0.1.C.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.2,normal,116.7,15.3,lognormal,125.3,0.14,lognormal,143.6,0.13
-M.LRM.2.spm.0.1.C.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,17.8,lognormal,123.5,0.15,normal,131.9,16.9,lognormal,152.2,0.12
-M.LRM.2.spm.0.1.C.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,19.2,lognormal,151.4,0.13,normal,166.7,19.4,lognormal,190.8,0.13
-M.LRM.2.spm.0.1.C.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,16.8,lognormal,129.9,0.13,lognormal,142.5,0.12,lognormal,158.3,0.14
-M.LRM.2.spm.0.1.C.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,16.3,normal,124.2,14.0,lognormal,132.6,0.12,lognormal,144.0,0.14
-M.LRM.2.spm.0.1.C.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,17.8,lognormal,137.9,0.13,normal,151.3,16.1,lognormal,168.9,0.13
-M.LRM.2.spm.0.1.C.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,18.1,normal,146.3,17.9,normal,160.2,17.4,lognormal,182.1,0.13
-M.LRM.2.spm.0.1.C.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,17.5,lognormal,142.5,0.12,lognormal,145.0,0.12,normal,156.6,16.5
-M.LRM.2.spm.0.1.C.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,16.4,lognormal,123.9,0.13,normal,125.4,14.6,lognormal,134.9,0.13
-M.LRM.2.spm.0.1.C.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,15.3,lognormal,119.2,0.12,normal,120.7,12.9,lognormal,128.8,0.11
-M.LRM.2.spm.0.1.C.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,16.7,lognormal,130.6,0.12,lognormal,132.6,0.12,lognormal,143.2,0.12
-M.LRM.2.spm.0.1.C.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.7,lognormal,137.7,0.12,lognormal,140.1,0.12,lognormal,151.6,0.12
-M.LRM.2.spm.0.1.C.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.3,20.3,normal,150.9,18.3,lognormal,166.7,0.12,lognormal,191.0,0.12
-M.LRM.2.spm.0.1.C.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,17.3,normal,130.2,15.2,lognormal,141.5,0.11,lognormal,157.8,0.14
-M.LRM.2.spm.0.1.C.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,16.2,normal,124.2,13.9,normal,131.8,14.0,lognormal,144.0,0.14
-M.LRM.2.spm.0.1.C.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,18.0,lognormal,138.4,0.13,normal,151.8,16.3,lognormal,170.0,0.13
-M.LRM.2.spm.0.1.C.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,18.2,lognormal,146.4,0.13,normal,160.6,17.7,lognormal,183.9,0.14
-M.LRM.2.spm.0.1.C.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,17.5,lognormal,142.5,0.12,lognormal,145.0,0.12,normal,156.6,16.5
-M.LRM.2.spm.0.1.C.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,16.2,lognormal,123.9,0.13,normal,125.4,14.6,lognormal,135.1,0.13
-M.LRM.2.spm.0.1.C.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,15.3,lognormal,119.2,0.12,normal,120.6,12.8,lognormal,129.1,0.11
-M.LRM.2.spm.0.1.C.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,16.2,lognormal,130.3,0.12,lognormal,132.5,0.12,lognormal,143.1,0.12
-M.LRM.2.spm.0.1.C.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.2,17.0,lognormal,137.9,0.12,lognormal,140.1,0.11,lognormal,151.5,0.12
-M.LRM.2.spm.0.1.C.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.3,20.3,normal,150.9,18.3,lognormal,166.7,0.12,lognormal,191.0,0.12
-M.LRM.2.spm.0.1.C.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,17.3,normal,130.2,15.2,lognormal,141.5,0.11,lognormal,157.8,0.14
-M.LRM.2.spm.0.1.C.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,16.2,normal,124.2,13.9,normal,131.8,14.0,lognormal,144.0,0.14
-M.LRM.2.spm.0.1.C.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,18.0,lognormal,138.4,0.13,normal,151.8,16.3,lognormal,170.0,0.13
-M.LRM.2.spm.0.1.C.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,18.2,lognormal,146.4,0.13,normal,160.6,17.7,lognormal,183.9,0.14
-M.LRM.2.spm.0.1.C.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,17.5,lognormal,142.5,0.12,lognormal,145.0,0.12,normal,156.6,16.5
-M.LRM.2.spm.0.1.C.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,16.2,lognormal,123.9,0.13,normal,125.4,14.6,lognormal,135.1,0.13
-M.LRM.2.spm.0.1.C.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,15.3,lognormal,119.2,0.12,normal,120.6,12.8,lognormal,129.1,0.11
-M.LRM.2.spm.0.1.C.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,16.2,lognormal,130.3,0.12,lognormal,132.5,0.12,lognormal,143.1,0.12
-M.LRM.2.spm.0.1.C.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.2,17.0,lognormal,137.9,0.12,lognormal,140.1,0.11,lognormal,151.5,0.12
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,20.1,lognormal,128.8,0.16,lognormal,141.1,0.16,normal,214.3,17.1
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,17.5,lognormal,115.5,0.17,lognormal,127.3,0.17,normal,176.4,15.4
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,16.2,lognormal,108.6,0.17,lognormal,119.6,0.18,lognormal,158.7,0.1
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.3,lognormal,121.3,0.17,lognormal,131.7,0.16,lognormal,191.4,0.09
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.7,lognormal,126.1,0.17,lognormal,138.7,0.17,normal,206.6,17.0
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.1,0.18,lognormal,128.4,0.17,lognormal,140.5,0.17,normal,210.6,15.0
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,17.5,lognormal,115.7,0.17,lognormal,127.5,0.18,lognormal,176.2,0.09
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.5,lognormal,108.3,0.16,lognormal,119.2,0.17,normal,158.4,14.6
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,18.0,lognormal,120.7,0.17,lognormal,132.5,0.17,normal,190.1,15.7
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.6,lognormal,125.9,0.17,lognormal,138.4,0.17,normal,203.4,16.0
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.2,lognormal,128.2,0.16,lognormal,140.3,0.16,normal,202.2,20.4
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,17.0,lognormal,115.0,0.16,lognormal,126.6,0.17,normal,166.7,14.9
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,16.5,lognormal,108.4,0.16,lognormal,119.0,0.17,normal,150.4,14.5
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,17.9,lognormal,120.8,0.17,lognormal,132.9,0.17,normal,179.6,16.9
-M.LRM.2.spm.0.1.D.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.8,lognormal,125.5,0.16,lognormal,137.4,0.17,normal,192.8,18.9
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.6,0.17,lognormal,154.5,0.15,lognormal,172.0,0.15,normal,213.1,17.8
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,18.5,normal,136.6,16.8,normal,151.2,17.1,normal,175.1,14.1
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,16.5,normal,125.9,14.3,normal,138.3,14.8,lognormal,158.4,0.1
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,20.4,lognormal,144.0,0.14,normal,159.7,20.0,normal,190.4,14.9
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,20.9,lognormal,152.1,0.15,lognormal,168.1,0.14,lognormal,205.9,0.09
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,22.4,normal,154.4,20.1,lognormal,170.4,0.14,lognormal,219.8,0.1
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,18.5,normal,136.6,16.6,normal,150.6,17.3,lognormal,175.7,0.09
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,16.5,normal,125.7,14.4,normal,138.2,15.2,normal,158.3,14.4
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.9,lognormal,144.5,0.14,normal,159.2,19.6,lognormal,190.9,0.09
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,21.5,normal,151.1,19.9,normal,167.9,21.8,normal,204.8,15.7
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,21.7,lognormal,153.8,0.14,lognormal,168.6,0.14,normal,203.0,21.2
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,18.4,normal,134.6,15.9,normal,146.7,16.6,normal,166.9,14.7
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,16.5,normal,124.5,14.0,lognormal,134.6,0.11,lognormal,149.8,0.1
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,20.4,lognormal,143.0,0.14,normal,156.1,18.7,normal,179.7,16.1
-M.LRM.2.spm.0.1.D.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,21.1,normal,150.5,19.9,normal,163.8,19.6,normal,193.8,19.0
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,19.5,lognormal,129.1,0.17,lognormal,141.0,0.16,normal,211.4,16.3
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.2,lognormal,115.5,0.17,lognormal,127.0,0.17,lognormal,175.6,0.09
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,16.6,lognormal,108.7,0.17,lognormal,119.8,0.18,lognormal,158.0,0.1
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,17.8,lognormal,121.2,0.17,lognormal,132.9,0.17,normal,187.6,15.2
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.3,lognormal,125.8,0.16,lognormal,138.8,0.17,normal,202.5,15.6
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.5,0.18,lognormal,128.2,0.16,lognormal,141.1,0.17,lognormal,189.6,0.1
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,17.1,lognormal,114.4,0.16,lognormal,126.0,0.17,normal,160.9,17.0
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,16.5,lognormal,107.7,0.16,lognormal,117.6,0.16,lognormal,145.5,0.12
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,17.9,lognormal,119.6,0.16,lognormal,131.3,0.16,normal,170.5,15.1
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.9,lognormal,125.1,0.16,lognormal,137.0,0.16,lognormal,183.4,0.1
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.1,0.18,lognormal,128.0,0.16,lognormal,140.9,0.17,lognormal,183.8,0.1
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.0,lognormal,114.3,0.16,lognormal,125.6,0.16,lognormal,154.5,0.12
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,16.2,lognormal,107.5,0.16,lognormal,117.4,0.16,lognormal,138.9,0.12
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,18.1,lognormal,119.9,0.16,normal,131.1,19.2,lognormal,165.7,0.1
-M.LRM.2.spm.0.1.D.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.9,lognormal,124.9,0.16,lognormal,137.8,0.17,lognormal,177.3,0.1
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,22.4,normal,154.4,20.1,lognormal,170.4,0.14,lognormal,219.8,0.1
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,18.5,normal,136.6,16.6,normal,150.6,17.3,lognormal,175.7,0.09
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,16.5,normal,125.7,14.4,normal,138.2,15.2,normal,158.3,14.4
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.9,lognormal,144.5,0.14,normal,159.2,19.6,lognormal,190.9,0.09
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,21.5,normal,151.1,19.9,normal,167.9,21.8,normal,204.8,15.7
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,21.7,lognormal,153.8,0.14,lognormal,168.6,0.14,normal,203.0,21.2
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,18.4,normal,134.6,15.9,normal,146.7,16.6,normal,166.9,14.7
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,16.5,normal,124.5,14.0,lognormal,134.6,0.11,lognormal,149.8,0.1
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,20.4,lognormal,143.0,0.14,normal,156.1,18.7,normal,179.7,16.1
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,21.1,normal,150.5,19.9,normal,163.8,19.6,normal,193.8,19.0
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,169.3,26.4,lognormal,186.7,0.17,normal,215.0,27.0,lognormal,217.1,0.15
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,24.5,lognormal,163.3,0.17,normal,193.2,26.0,lognormal,250.0,0.08
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.18,lognormal,152.2,0.17,normal,179.1,24.8,normal,218.8,18.4
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,26.2,lognormal,173.7,0.17,normal,202.0,26.2,lognormal,250.0,0.06
-M.LRM.2.spm.0.1.D.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,166.3,0.19,lognormal,179.8,0.16,normal,209.7,25.7,normal,209.8,25.8
-M.LRM.2.spm.0.1.D.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,19.5,lognormal,127.7,0.16,lognormal,140.5,0.16,normal,190.3,16.0
-M.LRM.2.spm.0.1.D.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,17.1,normal,114.1,16.1,lognormal,125.5,0.16,lognormal,161.0,0.12
-M.LRM.2.spm.0.1.D.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,16.7,lognormal,107.6,0.16,lognormal,117.4,0.16,lognormal,142.6,0.12
-M.LRM.2.spm.0.1.D.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,18.0,lognormal,119.8,0.16,normal,131.2,19.3,lognormal,171.2,0.1
-M.LRM.2.spm.0.1.D.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,19.0,lognormal,124.9,0.16,lognormal,137.3,0.16,normal,183.3,16.3
-M.LRM.2.spm.0.1.D.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,19.0,normal,126.6,17.5,lognormal,137.8,0.15,lognormal,162.6,0.12
-M.LRM.2.spm.0.1.D.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,16.9,lognormal,114.0,0.16,lognormal,123.5,0.15,lognormal,141.9,0.11
-M.LRM.2.spm.0.1.D.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.3,lognormal,107.6,0.16,normal,114.6,14.8,lognormal,131.2,0.11
-M.LRM.2.spm.0.1.D.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,17.5,lognormal,119.3,0.16,normal,128.3,17.3,lognormal,150.9,0.12
-M.LRM.2.spm.0.1.D.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.6,lognormal,124.6,0.16,lognormal,134.6,0.15,lognormal,159.1,0.12
-M.LRM.2.spm.0.1.D.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,22.5,normal,154.3,20.4,normal,169.8,20.7,normal,198.6,19.4
-M.LRM.2.spm.0.1.D.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,18.9,normal,136.5,16.7,lognormal,146.4,0.12,lognormal,163.3,0.12
-M.LRM.2.spm.0.1.D.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,16.5,normal,125.2,14.5,lognormal,133.1,0.12,lognormal,144.5,0.13
-M.LRM.2.spm.0.1.D.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,19.8,normal,143.5,18.2,normal,155.5,17.4,lognormal,177.2,0.12
-M.LRM.2.spm.0.1.D.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,21.3,normal,150.7,19.5,normal,163.7,18.3,lognormal,191.1,0.11
-M.LRM.2.spm.0.1.D.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,19.6,lognormal,147.2,0.13,lognormal,150.1,0.12,lognormal,161.7,0.11
-M.LRM.2.spm.0.1.D.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,17.0,lognormal,129.8,0.12,lognormal,131.9,0.11,lognormal,142.8,0.11
-M.LRM.2.spm.0.1.D.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.3,lognormal,121.2,0.12,lognormal,122.8,0.11,normal,130.9,12.9
-M.LRM.2.spm.0.1.D.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.0,18.5,normal,136.5,15.5,normal,138.9,14.7,normal,150.1,15.9
-M.LRM.2.spm.0.1.D.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,18.5,lognormal,142.4,0.12,lognormal,145.5,0.11,lognormal,156.5,0.11
-M.LRM.2.spm.0.1.D.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,22.5,lognormal,155.0,0.15,normal,170.2,20.9,lognormal,199.8,0.11
-M.LRM.2.spm.0.1.D.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,18.8,normal,136.3,16.8,lognormal,146.6,0.12,lognormal,163.0,0.12
-M.LRM.2.spm.0.1.D.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.8,normal,125.5,14.5,normal,133.0,14.3,lognormal,145.9,0.14
-M.LRM.2.spm.0.1.D.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,19.6,normal,143.1,17.7,normal,155.5,17.9,lognormal,175.1,0.11
-M.LRM.2.spm.0.1.D.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,21.5,lognormal,151.5,0.15,normal,163.8,18.5,lognormal,190.0,0.11
-M.LRM.2.spm.0.1.D.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,19.7,lognormal,147.2,0.13,lognormal,150.1,0.12,normal,161.4,16.8
-M.LRM.2.spm.0.1.D.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,16.9,normal,129.6,14.3,normal,131.5,13.0,lognormal,143.0,0.11
-M.LRM.2.spm.0.1.D.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.4,lognormal,121.2,0.12,lognormal,122.8,0.11,normal,130.8,12.8
-M.LRM.2.spm.0.1.D.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.0,18.5,normal,136.5,15.5,normal,138.9,14.7,lognormal,150.3,0.11
-M.LRM.2.spm.0.1.D.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,18.6,lognormal,142.2,0.12,lognormal,145.5,0.11,normal,156.5,16.4
-M.LRM.2.spm.0.1.D.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,22.5,lognormal,155.0,0.15,normal,170.2,20.9,lognormal,199.8,0.11
-M.LRM.2.spm.0.1.D.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,18.8,normal,136.3,16.8,lognormal,146.6,0.12,lognormal,163.0,0.12
-M.LRM.2.spm.0.1.D.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.8,normal,125.5,14.5,normal,133.0,14.3,lognormal,145.9,0.14
-M.LRM.2.spm.0.1.D.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,19.6,normal,143.1,17.7,normal,155.5,17.9,lognormal,175.1,0.11
-M.LRM.2.spm.0.1.D.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,21.5,lognormal,151.5,0.15,normal,163.8,18.5,lognormal,190.0,0.11
-M.LRM.2.spm.0.1.D.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,19.7,lognormal,147.2,0.13,lognormal,150.1,0.12,normal,161.4,16.8
-M.LRM.2.spm.0.1.D.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,16.9,normal,129.6,14.3,normal,131.5,13.0,lognormal,143.0,0.11
-M.LRM.2.spm.0.1.D.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.4,lognormal,121.2,0.12,lognormal,122.8,0.11,normal,130.8,12.8
-M.LRM.2.spm.0.1.D.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.0,18.5,normal,136.5,15.5,normal,138.9,14.7,lognormal,150.3,0.11
-M.LRM.2.spm.0.1.D.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,18.6,lognormal,142.2,0.12,lognormal,145.5,0.11,normal,156.5,16.4
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.5,lognormal,128.5,0.16,lognormal,141.1,0.17,normal,201.4,21.4
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.3,normal,115.1,17.0,lognormal,125.7,0.16,normal,163.4,18.0
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,16.8,normal,108.2,16.0,lognormal,117.9,0.17,normal,147.5,17.3
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,18.0,lognormal,120.9,0.17,lognormal,132.7,0.18,normal,178.0,19.6
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.8,lognormal,126.4,0.17,lognormal,137.9,0.17,normal,193.3,22.0
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.1,0.18,lognormal,128.7,0.17,lognormal,142.2,0.18,normal,201.3,21.0
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.2,lognormal,115.4,0.16,lognormal,126.0,0.16,normal,163.6,18.6
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,16.2,lognormal,108.0,0.16,lognormal,117.9,0.17,lognormal,148.5,0.13
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.1,lognormal,120.7,0.16,lognormal,131.6,0.17,lognormal,177.6,0.12
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,19.0,lognormal,125.8,0.16,lognormal,138.0,0.17,lognormal,193.7,0.12
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.19,lognormal,129.3,0.17,lognormal,141.0,0.17,lognormal,192.9,0.11
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,17.5,lognormal,115.5,0.17,lognormal,126.2,0.17,lognormal,157.9,0.13
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,16.3,lognormal,108.7,0.17,lognormal,117.6,0.16,normal,143.0,17.7
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,18.0,lognormal,120.7,0.17,lognormal,132.5,0.17,normal,171.9,19.4
-M.LRM.2.spm.1.0.A.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.6,lognormal,126.0,0.17,lognormal,137.9,0.17,normal,184.2,18.8
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,22.5,lognormal,157.5,0.16,lognormal,171.1,0.14,normal,202.0,21.8
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,19.7,normal,137.8,17.9,normal,146.5,17.0,lognormal,163.6,0.12
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.2,lognormal,127.7,0.14,normal,134.5,16.2,normal,147.1,16.6
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,20.9,lognormal,146.8,0.15,lognormal,156.4,0.13,normal,176.1,18.1
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,22.8,normal,153.0,20.6,lognormal,164.4,0.13,normal,191.7,20.2
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,23.4,normal,157.4,21.7,lognormal,170.6,0.14,normal,202.8,22.7
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,19.3,lognormal,137.9,0.14,lognormal,146.6,0.13,normal,163.5,17.6
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,17.6,normal,127.1,16.1,normal,134.7,16.8,normal,148.1,17.5
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,20.8,normal,144.9,19.2,normal,156.5,19.3,lognormal,178.4,0.12
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.5,lognormal,153.9,0.15,normal,165.7,20.6,lognormal,192.7,0.12
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.7,0.18,lognormal,157.9,0.16,normal,169.6,21.4,normal,194.1,21.0
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,19.0,lognormal,137.5,0.14,normal,145.0,16.5,normal,156.8,17.8
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,17.8,lognormal,127.6,0.14,lognormal,134.5,0.13,lognormal,142.2,0.13
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,21.4,normal,145.6,19.6,normal,155.7,19.2,normal,170.2,18.3
-M.LRM.2.spm.1.0.A.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,21.8,normal,151.1,19.6,lognormal,165.4,0.14,normal,185.3,19.6
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.6,lognormal,128.8,0.16,lognormal,141.0,0.17,normal,199.9,20.1
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.3,lognormal,115.3,0.16,lognormal,126.3,0.17,normal,163.2,17.5
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,16.2,lognormal,108.2,0.16,lognormal,117.6,0.16,lognormal,148.4,0.13
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.0,lognormal,121.1,0.17,normal,131.4,19.2,normal,177.3,19.3
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.5,lognormal,126.2,0.17,lognormal,138.1,0.17,normal,193.1,21.2
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.7,0.18,lognormal,128.3,0.16,lognormal,140.8,0.16,lognormal,191.9,0.11
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.1,lognormal,114.4,0.16,lognormal,125.9,0.17,normal,159.9,16.5
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.6,lognormal,107.4,0.16,lognormal,117.2,0.16,normal,146.1,16.6
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,18.3,lognormal,120.1,0.17,lognormal,131.0,0.16,normal,172.8,18.0
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.7,lognormal,125.5,0.17,lognormal,138.0,0.17,lognormal,183.8,0.1
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.1,0.18,lognormal,127.5,0.16,lognormal,140.6,0.17,normal,186.2,17.7
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.2,lognormal,114.5,0.16,lognormal,125.8,0.16,normal,155.5,17.7
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,16.2,lognormal,107.6,0.16,lognormal,117.6,0.16,normal,141.3,16.4
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,17.8,lognormal,119.6,0.16,lognormal,131.3,0.16,lognormal,166.7,0.11
-M.LRM.2.spm.1.0.A.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.3,lognormal,125.4,0.16,normal,137.4,20.4,lognormal,180.0,0.11
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,22.5,lognormal,157.5,0.16,lognormal,171.1,0.14,normal,202.0,21.8
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,19.7,normal,137.8,17.9,normal,146.5,17.0,lognormal,163.6,0.12
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.2,lognormal,127.7,0.14,normal,134.5,16.2,normal,147.1,16.6
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,20.9,lognormal,146.8,0.15,lognormal,156.4,0.13,normal,176.1,18.1
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,22.8,normal,153.0,20.6,lognormal,164.4,0.13,normal,191.7,20.2
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,23.4,normal,157.4,21.7,lognormal,170.6,0.14,normal,202.8,22.7
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,19.3,lognormal,137.9,0.14,lognormal,146.6,0.13,normal,163.5,17.6
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,17.6,normal,127.1,16.1,normal,134.7,16.8,normal,148.1,17.5
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,20.8,normal,144.9,19.2,normal,156.5,19.3,lognormal,178.4,0.12
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.5,lognormal,153.9,0.15,normal,165.7,20.6,lognormal,192.7,0.12
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.7,0.18,lognormal,157.9,0.16,normal,169.6,21.4,normal,194.1,21.0
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,19.0,lognormal,137.5,0.14,normal,145.0,16.5,normal,156.8,17.8
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,17.8,lognormal,127.6,0.14,lognormal,134.5,0.13,lognormal,142.2,0.13
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,21.4,normal,145.6,19.6,normal,155.7,19.2,normal,170.2,18.3
-M.LRM.2.spm.1.0.A.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,21.8,normal,151.1,19.6,lognormal,165.4,0.14,normal,185.3,19.6
-M.LRM.2.spm.1.0.A.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.2,lognormal,127.4,0.16,lognormal,140.7,0.17,lognormal,191.6,0.1
-M.LRM.2.spm.1.0.A.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,17.3,lognormal,114.8,0.16,lognormal,125.7,0.16,normal,157.8,16.5
-M.LRM.2.spm.1.0.A.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,16.2,lognormal,107.2,0.16,lognormal,117.2,0.16,lognormal,144.1,0.12
-M.LRM.2.spm.1.0.A.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,17.8,lognormal,119.9,0.17,normal,131.1,19.4,normal,171.3,17.9
-M.LRM.2.spm.1.0.A.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.4,lognormal,124.4,0.16,lognormal,136.8,0.16,normal,182.3,16.4
-M.LRM.2.spm.1.0.A.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.2,lognormal,127.4,0.16,normal,137.4,18.5,lognormal,159.0,0.11
-M.LRM.2.spm.1.0.A.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,16.8,lognormal,114.0,0.16,lognormal,123.0,0.15,normal,137.6,13.4
-M.LRM.2.spm.1.0.A.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.3,lognormal,107.2,0.16,normal,114.7,15.3,lognormal,127.2,0.11
-M.LRM.2.spm.1.0.A.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,17.6,lognormal,119.5,0.16,normal,128.7,17.5,lognormal,146.6,0.11
-M.LRM.2.spm.1.0.A.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.4,lognormal,124.4,0.16,normal,133.8,17.8,lognormal,154.3,0.11
-M.LRM.2.spm.1.0.A.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,22.9,lognormal,157.6,0.15,normal,170.1,21.3,normal,193.9,18.7
-M.LRM.2.spm.1.0.A.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,19.1,normal,137.5,17.5,lognormal,146.1,0.13,normal,158.5,16.6
-M.LRM.2.spm.1.0.A.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,17.9,normal,127.6,16.2,normal,134.0,15.9,lognormal,144.1,0.12
-M.LRM.2.spm.1.0.A.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,20.7,lognormal,145.6,0.15,lognormal,156.6,0.14,normal,171.6,17.9
-M.LRM.2.spm.1.0.A.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,21.5,lognormal,153.5,0.15,normal,165.3,20.7,lognormal,186.2,0.11
-M.LRM.2.spm.1.0.A.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,19.7,lognormal,146.7,0.13,lognormal,149.8,0.12,lognormal,159.1,0.11
-M.LRM.2.spm.1.0.A.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,16.8,lognormal,129.4,0.12,normal,131.4,13.8,normal,137.7,13.7
-M.LRM.2.spm.1.0.A.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,15.8,lognormal,121.4,0.12,lognormal,123.3,0.11,normal,126.8,12.3
-M.LRM.2.spm.1.0.A.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.1,lognormal,137.0,0.13,lognormal,139.6,0.12,normal,145.9,14.2
-M.LRM.2.spm.1.0.A.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,19.6,lognormal,143.2,0.13,lognormal,145.9,0.12,lognormal,154.0,0.11
-M.LRM.2.spm.1.0.A.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,23.0,lognormal,157.6,0.16,lognormal,170.6,0.14,normal,194.2,19.2
-M.LRM.2.spm.1.0.A.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,18.7,lognormal,137.6,0.14,lognormal,146.1,0.13,normal,157.7,16.7
-M.LRM.2.spm.1.0.A.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,17.9,lognormal,127.7,0.14,lognormal,134.4,0.13,normal,143.9,16.2
-M.LRM.2.spm.1.0.A.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,20.9,normal,145.5,19.2,normal,155.2,18.0,lognormal,171.5,0.11
-M.LRM.2.spm.1.0.A.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,21.6,lognormal,152.7,0.15,lognormal,164.6,0.13,lognormal,186.1,0.11
-M.LRM.2.spm.1.0.A.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,19.4,normal,146.0,16.3,lognormal,149.1,0.11,lognormal,159.6,0.11
-M.LRM.2.spm.1.0.A.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,16.7,lognormal,129.3,0.12,lognormal,131.6,0.11,normal,137.6,13.6
-M.LRM.2.spm.1.0.A.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.4,15.8,lognormal,121.7,0.12,normal,123.7,13.3,normal,127.2,12.6
-M.LRM.2.spm.1.0.A.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,18.0,lognormal,136.6,0.12,lognormal,139.1,0.11,lognormal,146.4,0.11
-M.LRM.2.spm.1.0.A.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,19.2,normal,142.9,16.6,normal,145.5,15.3,lognormal,154.6,0.11
-M.LRM.2.spm.1.0.A.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,23.0,lognormal,157.6,0.16,lognormal,170.6,0.14,normal,194.2,19.2
-M.LRM.2.spm.1.0.A.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,18.7,lognormal,137.6,0.14,lognormal,146.1,0.13,normal,157.7,16.7
-M.LRM.2.spm.1.0.A.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,17.9,lognormal,127.7,0.14,lognormal,134.4,0.13,normal,143.9,16.2
-M.LRM.2.spm.1.0.A.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,20.9,normal,145.5,19.2,normal,155.2,18.0,lognormal,171.5,0.11
-M.LRM.2.spm.1.0.A.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,21.6,lognormal,152.7,0.15,lognormal,164.6,0.13,lognormal,186.1,0.11
-M.LRM.2.spm.1.0.A.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,19.4,normal,146.0,16.3,lognormal,149.1,0.11,lognormal,159.6,0.11
-M.LRM.2.spm.1.0.A.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,16.7,lognormal,129.3,0.12,lognormal,131.6,0.11,normal,137.6,13.6
-M.LRM.2.spm.1.0.A.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.4,15.8,lognormal,121.7,0.12,normal,123.7,13.3,normal,127.2,12.6
-M.LRM.2.spm.1.0.A.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,18.0,lognormal,136.6,0.12,lognormal,139.1,0.11,lognormal,146.4,0.11
-M.LRM.2.spm.1.0.A.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,19.2,normal,142.9,16.6,normal,145.5,15.3,lognormal,154.6,0.11
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.7,lognormal,128.8,0.16,lognormal,141.4,0.17,normal,201.0,20.7
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,17.1,lognormal,115.4,0.17,lognormal,126.0,0.17,normal,162.9,18.1
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,16.2,lognormal,108.3,0.17,lognormal,117.9,0.17,lognormal,147.2,0.13
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,18.4,lognormal,120.8,0.17,lognormal,132.2,0.17,lognormal,176.3,0.12
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.6,lognormal,125.7,0.16,lognormal,138.0,0.17,normal,191.9,20.8
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.3,lognormal,128.6,0.16,lognormal,142.7,0.18,normal,201.4,21.3
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,17.1,lognormal,114.9,0.16,lognormal,125.7,0.16,normal,162.1,17.5
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.4,lognormal,108.6,0.17,lognormal,117.9,0.16,normal,147.8,17.5
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.0,lognormal,120.5,0.16,lognormal,132.6,0.17,normal,177.0,19.4
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.2,lognormal,126.0,0.16,lognormal,138.2,0.17,normal,191.6,20.4
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,19.4,lognormal,128.7,0.16,lognormal,140.8,0.16,lognormal,194.6,0.12
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,17.2,lognormal,115.1,0.16,normal,124.9,17.9,normal,157.3,18.8
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,16.7,lognormal,108.6,0.17,lognormal,118.1,0.17,lognormal,142.0,0.13
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,17.8,lognormal,120.5,0.16,lognormal,131.4,0.16,lognormal,170.2,0.13
-M.LRM.2.spm.1.0.B.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,18.7,lognormal,126.3,0.16,lognormal,138.1,0.17,normal,183.4,18.9
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,23.5,normal,157.0,21.6,normal,169.1,20.6,normal,200.1,20.6
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,18.6,lognormal,137.5,0.14,lognormal,146.1,0.13,lognormal,162.9,0.12
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,18.0,lognormal,127.5,0.14,normal,134.4,16.5,normal,148.1,17.7
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.2,0.17,lognormal,146.1,0.15,lognormal,157.3,0.14,normal,176.1,18.5
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,22.2,lognormal,154.2,0.16,normal,166.7,21.7,normal,191.3,20.5
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,23.1,normal,156.6,21.4,normal,171.3,22.2,normal,200.5,21.5
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,18.7,normal,137.2,17.6,lognormal,146.4,0.13,normal,162.9,18.0
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,18.1,normal,127.0,16.0,lognormal,134.6,0.13,lognormal,147.5,0.13
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,20.7,normal,145.0,19.1,normal,155.9,19.2,lognormal,176.0,0.12
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,21.7,lognormal,152.9,0.15,normal,164.6,20.0,normal,192.0,19.7
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.8,0.18,lognormal,157.6,0.16,lognormal,170.2,0.14,normal,192.5,19.7
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,19.1,normal,135.8,16.7,lognormal,145.4,0.14,normal,157.7,18.7
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,17.8,lognormal,127.5,0.14,lognormal,134.3,0.13,normal,142.0,17.2
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,20.3,lognormal,145.5,0.15,lognormal,155.4,0.14,normal,170.1,19.3
-M.LRM.2.spm.1.0.B.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,21.7,normal,152.9,20.8,normal,163.9,19.7,lognormal,185.5,0.13
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,19.0,lognormal,128.7,0.16,lognormal,141.2,0.17,normal,200.0,21.5
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,17.0,lognormal,114.9,0.16,lognormal,126.2,0.17,normal,162.6,17.8
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,16.3,lognormal,108.3,0.17,lognormal,118.1,0.17,normal,147.2,16.9
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,17.9,lognormal,120.5,0.16,lognormal,131.8,0.17,normal,176.8,20.4
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.9,lognormal,125.9,0.17,lognormal,138.5,0.17,normal,190.7,20.4
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.9,0.19,normal,127.9,19.0,lognormal,140.3,0.16,normal,190.5,19.0
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,17.4,lognormal,114.6,0.16,lognormal,125.7,0.16,normal,159.4,17.1
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,16.2,lognormal,107.6,0.16,lognormal,117.0,0.16,normal,146.3,16.7
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.2,lognormal,120.1,0.16,lognormal,131.0,0.16,lognormal,171.4,0.11
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.8,lognormal,125.6,0.17,lognormal,137.9,0.17,lognormal,183.3,0.11
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,19.5,lognormal,128.2,0.16,lognormal,140.1,0.16,lognormal,186.4,0.11
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.5,lognormal,114.5,0.16,lognormal,125.0,0.16,normal,154.0,17.3
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,16.2,lognormal,107.6,0.16,lognormal,117.7,0.17,normal,141.2,16.7
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,17.9,lognormal,119.8,0.16,lognormal,131.3,0.16,normal,165.5,17.6
-M.LRM.2.spm.1.0.B.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.6,lognormal,125.1,0.16,lognormal,137.4,0.16,normal,179.4,19.0
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,23.5,normal,157.0,21.6,normal,169.1,20.6,normal,200.1,20.6
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,18.6,lognormal,137.5,0.14,lognormal,146.1,0.13,lognormal,162.9,0.12
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,18.0,lognormal,127.5,0.14,normal,134.4,16.5,normal,148.1,17.7
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.2,0.17,lognormal,146.1,0.15,lognormal,157.3,0.14,normal,176.1,18.5
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,22.2,lognormal,154.2,0.16,normal,166.7,21.7,normal,191.3,20.5
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,23.1,normal,156.6,21.4,normal,171.3,22.2,normal,200.5,21.5
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,18.7,normal,137.2,17.6,lognormal,146.4,0.13,normal,162.9,18.0
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,18.1,normal,127.0,16.0,lognormal,134.6,0.13,lognormal,147.5,0.13
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,20.7,normal,145.0,19.1,normal,155.9,19.2,lognormal,176.0,0.12
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,21.7,lognormal,152.9,0.15,normal,164.6,20.0,normal,192.0,19.7
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.8,0.18,lognormal,157.6,0.16,lognormal,170.2,0.14,normal,192.5,19.7
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,19.1,normal,135.8,16.7,lognormal,145.4,0.14,normal,157.7,18.7
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,17.8,lognormal,127.5,0.14,lognormal,134.3,0.13,normal,142.0,17.2
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,20.3,lognormal,145.5,0.15,lognormal,155.4,0.14,normal,170.1,19.3
-M.LRM.2.spm.1.0.B.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,21.7,normal,152.9,20.8,normal,163.9,19.7,lognormal,185.5,0.13
-M.LRM.2.spm.1.0.B.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,19.6,lognormal,127.7,0.16,lognormal,140.4,0.16,normal,189.7,18.4
-M.LRM.2.spm.1.0.B.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,16.9,lognormal,114.1,0.16,lognormal,125.1,0.16,lognormal,157.8,0.12
-M.LRM.2.spm.1.0.B.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,16.3,lognormal,107.5,0.16,normal,116.3,16.3,lognormal,143.0,0.12
-M.LRM.2.spm.1.0.B.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,17.9,lognormal,119.8,0.16,lognormal,131.2,0.16,normal,170.1,18.2
-M.LRM.2.spm.1.0.B.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.4,lognormal,124.3,0.16,lognormal,136.9,0.17,lognormal,182.4,0.11
-M.LRM.2.spm.1.0.B.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.1,lognormal,127.3,0.16,lognormal,138.0,0.15,normal,158.2,15.4
-M.LRM.2.spm.1.0.B.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.2,lognormal,114.0,0.16,normal,123.1,17.0,lognormal,137.4,0.11
-M.LRM.2.spm.1.0.B.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,16.2,lognormal,107.0,0.16,lognormal,115.4,0.15,normal,126.9,12.3
-M.LRM.2.spm.1.0.B.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,18.0,lognormal,119.5,0.16,normal,128.8,17.3,lognormal,145.6,0.11
-M.LRM.2.spm.1.0.B.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.8,normal,124.2,17.6,lognormal,134.6,0.15,lognormal,154.3,0.11
-M.LRM.2.spm.1.0.B.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,21.7,lognormal,156.9,0.15,normal,169.1,20.6,normal,191.9,18.1
-M.LRM.2.spm.1.0.B.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,19.0,normal,136.9,17.1,normal,145.4,16.6,normal,157.7,16.8
-M.LRM.2.spm.1.0.B.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,18.0,normal,127.2,15.8,normal,133.8,15.9,lognormal,143.8,0.12
-M.LRM.2.spm.1.0.B.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,20.2,lognormal,144.7,0.14,normal,154.7,18.2,lognormal,172.0,0.12
-M.LRM.2.spm.1.0.B.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,21.7,lognormal,152.9,0.15,normal,165.6,21.5,normal,185.2,18.4
-M.LRM.2.spm.1.0.B.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,19.6,normal,146.4,16.7,normal,149.2,16.0,lognormal,158.5,0.11
-M.LRM.2.spm.1.0.B.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,16.9,lognormal,129.3,0.12,lognormal,131.5,0.11,lognormal,136.9,0.1
-M.LRM.2.spm.1.0.B.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.4,15.9,lognormal,121.3,0.12,normal,123.1,13.0,normal,126.7,12.2
-M.LRM.2.spm.1.0.B.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,17.7,lognormal,136.0,0.12,normal,138.5,14.8,lognormal,145.7,0.11
-M.LRM.2.spm.1.0.B.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,19.4,lognormal,143.3,0.13,lognormal,146.2,0.12,lognormal,155.1,0.11
-M.LRM.2.spm.1.0.B.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,23.2,normal,157.0,21.4,normal,169.6,21.0,normal,192.3,18.9
-M.LRM.2.spm.1.0.B.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,19.0,normal,137.1,17.3,lognormal,146.2,0.13,normal,158.1,17.3
-M.LRM.2.spm.1.0.B.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,17.7,lognormal,127.5,0.14,lognormal,134.1,0.13,normal,143.8,16.5
-M.LRM.2.spm.1.0.B.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,20.7,normal,144.7,18.0,normal,155.0,17.9,normal,171.6,18.3
-M.LRM.2.spm.1.0.B.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.7,21.2,lognormal,153.9,0.16,normal,166.1,21.3,lognormal,185.2,0.11
-M.LRM.2.spm.1.0.B.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,19.7,lognormal,146.8,0.13,lognormal,149.6,0.12,lognormal,158.7,0.11
-M.LRM.2.spm.1.0.B.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.0,lognormal,129.2,0.12,lognormal,131.3,0.11,normal,136.8,13.2
-M.LRM.2.spm.1.0.B.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,15.6,normal,121.0,13.7,normal,123.1,13.1,normal,126.7,12.4
-M.LRM.2.spm.1.0.B.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,18.2,lognormal,136.1,0.12,lognormal,138.4,0.11,normal,145.0,14.1
-M.LRM.2.spm.1.0.B.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,18.8,normal,142.6,16.5,normal,145.1,15.5,lognormal,154.5,0.11
-M.LRM.2.spm.1.0.B.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,23.2,normal,157.0,21.4,normal,169.6,21.0,normal,192.3,18.9
-M.LRM.2.spm.1.0.B.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,19.0,normal,137.1,17.3,lognormal,146.2,0.13,normal,158.1,17.3
-M.LRM.2.spm.1.0.B.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,17.7,lognormal,127.5,0.14,lognormal,134.1,0.13,normal,143.8,16.5
-M.LRM.2.spm.1.0.B.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,20.7,normal,144.7,18.0,normal,155.0,17.9,normal,171.6,18.3
-M.LRM.2.spm.1.0.B.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.7,21.2,lognormal,153.9,0.16,normal,166.1,21.3,lognormal,185.2,0.11
-M.LRM.2.spm.1.0.B.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,19.7,lognormal,146.8,0.13,lognormal,149.6,0.12,lognormal,158.7,0.11
-M.LRM.2.spm.1.0.B.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.0,lognormal,129.2,0.12,lognormal,131.3,0.11,normal,136.8,13.2
-M.LRM.2.spm.1.0.B.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,15.6,normal,121.0,13.7,normal,123.1,13.1,normal,126.7,12.4
-M.LRM.2.spm.1.0.B.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,18.2,lognormal,136.1,0.12,lognormal,138.4,0.11,normal,145.0,14.1
-M.LRM.2.spm.1.0.B.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,18.8,normal,142.6,16.5,normal,145.1,15.5,lognormal,154.5,0.11
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,19.5,lognormal,129.0,0.17,lognormal,141.5,0.17,normal,198.3,20.6
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,16.9,lognormal,115.4,0.17,lognormal,126.7,0.17,normal,161.1,16.6
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,16.3,lognormal,108.3,0.16,lognormal,117.7,0.16,lognormal,147.9,0.13
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,18.0,lognormal,120.7,0.17,lognormal,132.6,0.17,normal,176.7,20.0
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.7,normal,125.3,18.3,lognormal,138.4,0.17,normal,190.7,21.8
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,19.8,lognormal,128.7,0.16,lognormal,140.6,0.16,normal,199.1,19.9
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,17.0,lognormal,114.9,0.16,lognormal,125.9,0.17,normal,162.1,18.5
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,16.5,lognormal,108.3,0.16,lognormal,117.6,0.16,lognormal,147.9,0.13
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,17.9,lognormal,121.0,0.17,lognormal,132.7,0.17,normal,175.0,18.5
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,19.1,lognormal,126.5,0.17,lognormal,138.7,0.17,lognormal,191.9,0.12
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.2,lognormal,128.7,0.16,lognormal,141.3,0.17,normal,192.2,20.3
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.0,lognormal,115.2,0.16,lognormal,125.6,0.16,normal,154.9,17.2
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,16.2,lognormal,108.2,0.17,lognormal,117.6,0.16,lognormal,141.7,0.13
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,18.0,lognormal,121.1,0.17,lognormal,132.6,0.17,lognormal,169.1,0.12
-M.LRM.2.spm.1.0.C.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,125.4,0.16,lognormal,138.1,0.17,lognormal,185.2,0.12
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,22.4,lognormal,156.8,0.15,lognormal,171.2,0.15,normal,200.0,20.7
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,19.0,normal,137.0,17.6,lognormal,146.1,0.13,normal,162.1,17.6
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,17.7,normal,127.0,15.7,lognormal,134.3,0.13,lognormal,147.8,0.13
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,20.9,normal,145.1,18.9,lognormal,155.9,0.13,lognormal,175.6,0.12
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,21.6,lognormal,153.0,0.15,lognormal,165.4,0.14,normal,191.9,21.0
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.8,0.18,normal,156.3,20.8,normal,170.4,21.7,lognormal,200.0,0.12
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,18.3,normal,136.4,17.0,normal,145.3,16.9,normal,162.2,18.1
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,17.5,normal,126.9,15.9,lognormal,134.3,0.13,normal,147.5,17.4
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,20.6,normal,145.1,19.1,lognormal,156.2,0.14,normal,175.4,18.5
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.4,lognormal,153.3,0.15,lognormal,164.4,0.13,normal,191.2,21.7
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.1,0.18,normal,156.9,21.8,normal,169.4,21.6,normal,190.7,19.1
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,18.7,normal,136.0,16.6,lognormal,144.6,0.13,normal,155.6,18.0
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,17.8,lognormal,127.5,0.14,lognormal,133.7,0.13,normal,141.4,16.6
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,20.2,lognormal,144.9,0.15,lognormal,154.5,0.13,lognormal,168.7,0.12
-M.LRM.2.spm.1.0.C.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,21.2,lognormal,152.5,0.15,normal,164.5,20.5,lognormal,183.5,0.12
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.2,lognormal,128.8,0.16,lognormal,140.5,0.16,normal,198.1,19.2
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.4,normal,115.2,17.0,lognormal,125.9,0.16,normal,161.4,17.9
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,16.3,lognormal,108.2,0.16,lognormal,117.9,0.17,normal,146.3,16.2
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,17.9,lognormal,120.6,0.17,lognormal,131.9,0.17,normal,174.9,18.1
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,18.9,lognormal,125.5,0.16,lognormal,137.6,0.16,normal,190.5,20.7
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,19.1,lognormal,127.8,0.16,normal,140.3,20.3,normal,188.6,18.5
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,17.2,lognormal,114.2,0.16,lognormal,125.2,0.16,normal,157.8,16.2
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,16.2,lognormal,107.3,0.16,lognormal,117.5,0.17,normal,145.8,16.1
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,17.5,lognormal,120.2,0.17,lognormal,131.9,0.17,normal,169.9,16.9
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.3,lognormal,125.0,0.16,lognormal,137.2,0.16,normal,181.4,17.3
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.4,lognormal,128.2,0.16,lognormal,140.5,0.16,lognormal,184.9,0.11
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.4,lognormal,114.4,0.16,lognormal,125.3,0.16,lognormal,153.7,0.12
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.4,lognormal,107.6,0.16,lognormal,117.1,0.16,normal,140.7,16.1
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,17.8,lognormal,120.2,0.17,lognormal,131.2,0.16,lognormal,165.2,0.11
-M.LRM.2.spm.1.0.C.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,18.9,lognormal,125.3,0.16,lognormal,137.7,0.17,lognormal,178.2,0.12
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,22.4,lognormal,156.8,0.15,lognormal,171.2,0.15,normal,200.0,20.7
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,19.0,normal,137.0,17.6,lognormal,146.1,0.13,normal,162.1,17.6
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,17.7,normal,127.0,15.7,lognormal,134.3,0.13,lognormal,147.8,0.13
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,20.9,normal,145.1,18.9,lognormal,155.9,0.13,lognormal,175.6,0.12
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,21.6,lognormal,153.0,0.15,lognormal,165.4,0.14,normal,191.9,21.0
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.8,0.18,normal,156.3,20.8,normal,170.4,21.7,lognormal,200.0,0.12
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,18.3,normal,136.4,17.0,normal,145.3,16.9,normal,162.2,18.1
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,17.5,normal,126.9,15.9,lognormal,134.3,0.13,normal,147.5,17.4
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,20.6,normal,145.1,19.1,lognormal,156.2,0.14,normal,175.4,18.5
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.4,lognormal,153.3,0.15,lognormal,164.4,0.13,normal,191.2,21.7
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.1,0.18,normal,156.9,21.8,normal,169.4,21.6,normal,190.7,19.1
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,18.7,normal,136.0,16.6,lognormal,144.6,0.13,normal,155.6,18.0
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,17.8,lognormal,127.5,0.14,lognormal,133.7,0.13,normal,141.4,16.6
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.0,20.2,lognormal,144.9,0.15,lognormal,154.5,0.13,lognormal,168.7,0.12
-M.LRM.2.spm.1.0.C.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,21.2,lognormal,152.5,0.15,normal,164.5,20.5,lognormal,183.5,0.12
-M.LRM.2.spm.1.0.C.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,19.3,lognormal,127.7,0.16,lognormal,140.5,0.16,normal,190.1,18.3
-M.LRM.2.spm.1.0.C.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,17.1,lognormal,114.4,0.16,lognormal,125.5,0.16,normal,156.0,16.4
-M.LRM.2.spm.1.0.C.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,16.4,lognormal,107.5,0.16,lognormal,116.9,0.16,lognormal,143.3,0.12
-M.LRM.2.spm.1.0.C.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,17.8,lognormal,120.2,0.17,lognormal,131.9,0.16,normal,168.3,16.5
-M.LRM.2.spm.1.0.C.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.2,lognormal,124.7,0.16,lognormal,137.1,0.16,normal,181.3,17.7
-M.LRM.2.spm.1.0.C.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,19.5,lognormal,127.8,0.16,normal,137.4,18.4,normal,157.8,15.6
-M.LRM.2.spm.1.0.C.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,16.9,lognormal,113.7,0.16,lognormal,122.9,0.15,normal,136.5,13.4
-M.LRM.2.spm.1.0.C.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,16.6,normal,106.6,14.9,normal,114.5,15.1,normal,126.5,12.3
-M.LRM.2.spm.1.0.C.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,18.0,lognormal,119.3,0.16,lognormal,128.7,0.15,lognormal,146.0,0.11
-M.LRM.2.spm.1.0.C.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.6,lognormal,124.6,0.16,normal,134.0,17.7,lognormal,154.3,0.11
-M.LRM.2.spm.1.0.C.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.5,22.4,lognormal,157.8,0.16,normal,169.5,21.4,normal,191.0,17.8
-M.LRM.2.spm.1.0.C.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,18.5,lognormal,136.1,0.14,lognormal,144.8,0.13,normal,156.4,16.8
-M.LRM.2.spm.1.0.C.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,18.1,normal,127.6,16.2,lognormal,134.2,0.13,lognormal,143.5,0.12
-M.LRM.2.spm.1.0.C.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,20.8,lognormal,146.3,0.15,normal,155.0,18.1,normal,169.5,18.1
-M.LRM.2.spm.1.0.C.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,21.6,lognormal,153.4,0.16,lognormal,165.1,0.14,lognormal,183.5,0.11
-M.LRM.2.spm.1.0.C.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,19.8,normal,146.1,16.7,normal,149.3,16.0,lognormal,158.4,0.11
-M.LRM.2.spm.1.0.C.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.8,lognormal,129.4,0.12,lognormal,131.2,0.11,normal,136.2,12.5
-M.LRM.2.spm.1.0.C.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.4,15.8,lognormal,121.3,0.12,lognormal,123.3,0.11,normal,126.9,12.3
-M.LRM.2.spm.1.0.C.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,17.7,lognormal,136.0,0.12,lognormal,138.5,0.11,lognormal,146.1,0.11
-M.LRM.2.spm.1.0.C.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.2,18.9,lognormal,142.5,0.12,normal,145.0,15.3,lognormal,154.0,0.11
-M.LRM.2.spm.1.0.C.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,22.1,lognormal,156.6,0.15,lognormal,170.2,0.14,normal,192.2,19.1
-M.LRM.2.spm.1.0.C.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,19.0,normal,136.7,17.0,lognormal,144.2,0.12,lognormal,156.1,0.12
-M.LRM.2.spm.1.0.C.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,17.7,lognormal,127.8,0.14,normal,134.0,16.1,normal,144.1,16.6
-M.LRM.2.spm.1.0.C.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.1,lognormal,144.9,0.14,lognormal,154.8,0.13,lognormal,168.8,0.11
-M.LRM.2.spm.1.0.C.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,21.7,lognormal,152.8,0.15,lognormal,164.6,0.13,lognormal,182.7,0.11
-M.LRM.2.spm.1.0.C.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,19.7,lognormal,145.8,0.12,lognormal,148.7,0.12,lognormal,158.8,0.11
-M.LRM.2.spm.1.0.C.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.8,lognormal,129.4,0.12,lognormal,131.2,0.11,lognormal,136.5,0.1
-M.LRM.2.spm.1.0.C.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,15.8,lognormal,121.3,0.12,lognormal,123.2,0.11,normal,126.8,12.2
-M.LRM.2.spm.1.0.C.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.1,normal,135.7,14.9,lognormal,138.1,0.11,normal,145.2,14.2
-M.LRM.2.spm.1.0.C.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,19.5,normal,142.6,16.5,normal,145.1,15.5,lognormal,153.7,0.11
-M.LRM.2.spm.1.0.C.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,22.1,lognormal,156.6,0.15,lognormal,170.2,0.14,normal,192.2,19.1
-M.LRM.2.spm.1.0.C.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,19.0,normal,136.7,17.0,lognormal,144.2,0.12,lognormal,156.1,0.12
-M.LRM.2.spm.1.0.C.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,17.7,lognormal,127.8,0.14,normal,134.0,16.1,normal,144.1,16.6
-M.LRM.2.spm.1.0.C.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.1,lognormal,144.9,0.14,lognormal,154.8,0.13,lognormal,168.8,0.11
-M.LRM.2.spm.1.0.C.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,21.7,lognormal,152.8,0.15,lognormal,164.6,0.13,lognormal,182.7,0.11
-M.LRM.2.spm.1.0.C.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,19.7,lognormal,145.8,0.12,lognormal,148.7,0.12,lognormal,158.8,0.11
-M.LRM.2.spm.1.0.C.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.8,lognormal,129.4,0.12,lognormal,131.2,0.11,lognormal,136.5,0.1
-M.LRM.2.spm.1.0.C.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,15.8,lognormal,121.3,0.12,lognormal,123.2,0.11,normal,126.8,12.2
-M.LRM.2.spm.1.0.C.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.1,normal,135.7,14.9,lognormal,138.1,0.11,normal,145.2,14.2
-M.LRM.2.spm.1.0.C.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,19.5,normal,142.6,16.5,normal,145.1,15.5,lognormal,153.7,0.11
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,19.6,lognormal,129.7,0.17,normal,140.8,20.7,normal,205.8,23.1
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.2,lognormal,115.4,0.16,lognormal,126.2,0.16,normal,166.1,17.8
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.6,lognormal,108.1,0.16,lognormal,117.5,0.16,normal,147.6,17.1
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,18.2,lognormal,121.1,0.17,lognormal,131.6,0.17,normal,181.3,20.6
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.7,lognormal,126.5,0.17,lognormal,138.0,0.17,normal,195.5,20.5
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.19,lognormal,129.4,0.17,lognormal,140.4,0.16,normal,205.7,23.2
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.3,lognormal,115.6,0.17,lognormal,126.5,0.17,normal,165.6,18.1
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,16.4,lognormal,108.2,0.17,lognormal,117.7,0.17,normal,148.0,17.7
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,18.2,lognormal,120.9,0.17,lognormal,132.7,0.17,normal,179.3,18.8
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.6,lognormal,126.2,0.17,lognormal,138.1,0.17,normal,196.5,22.7
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,19.2,lognormal,128.7,0.16,lognormal,142.1,0.18,normal,198.1,21.0
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.4,lognormal,115.6,0.17,lognormal,126.2,0.17,normal,160.8,17.5
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.6,lognormal,108.2,0.17,lognormal,118.0,0.17,lognormal,143.2,0.13
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.3,normal,120.4,17.8,lognormal,131.9,0.16,normal,175.8,19.9
-M.LRM.2.spm.1.0.D.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,19.3,lognormal,125.9,0.17,lognormal,137.8,0.17,normal,189.1,19.4
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.8,0.19,lognormal,158.6,0.16,normal,170.4,20.6,normal,203.4,21.2
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.7,normal,138.2,18.2,lognormal,148.1,0.13,normal,166.6,18.8
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,18.4,lognormal,128.1,0.14,lognormal,135.5,0.14,normal,149.0,17.8
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,21.3,lognormal,145.8,0.15,lognormal,157.8,0.14,normal,181.2,20.7
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,22.1,lognormal,153.2,0.16,normal,165.0,20.4,normal,197.6,24.3
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.6,22.6,lognormal,158.1,0.16,lognormal,171.3,0.14,normal,204.5,22.0
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.9,lognormal,138.4,0.15,lognormal,148.4,0.14,normal,166.0,18.3
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,17.9,lognormal,127.6,0.14,normal,135.0,16.7,normal,149.2,18.1
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,20.8,lognormal,146.2,0.15,normal,157.4,19.5,normal,181.4,20.9
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.3,0.18,lognormal,152.9,0.15,lognormal,167.5,0.15,normal,196.5,21.9
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.3,23.3,normal,157.7,22.1,lognormal,173.1,0.15,normal,197.9,20.7
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,19.9,lognormal,139.0,0.15,lognormal,148.4,0.13,normal,161.2,18.4
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,17.7,lognormal,127.9,0.14,normal,134.5,16.2,lognormal,143.6,0.13
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,22.1,lognormal,146.5,0.15,lognormal,157.5,0.14,lognormal,174.4,0.12
-M.LRM.2.spm.1.0.D.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.8,0.19,normal,154.5,21.8,normal,167.0,20.8,lognormal,189.2,0.11
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.8,0.19,lognormal,128.9,0.17,lognormal,140.3,0.16,normal,205.1,22.7
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,17.2,lognormal,115.7,0.17,lognormal,126.1,0.16,normal,167.0,19.5
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.3,lognormal,108.2,0.16,lognormal,117.8,0.16,normal,148.4,17.3
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.0,lognormal,121.2,0.17,lognormal,132.2,0.17,lognormal,181.3,0.12
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.6,lognormal,125.5,0.16,lognormal,138.0,0.17,normal,195.5,20.7
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.4,0.18,lognormal,128.1,0.16,lognormal,139.7,0.16,normal,192.8,19.0
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,17.2,lognormal,114.8,0.16,lognormal,126.1,0.17,normal,162.9,17.1
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.3,lognormal,107.8,0.16,lognormal,117.4,0.16,normal,146.5,16.8
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,17.7,lognormal,120.6,0.17,normal,131.1,18.7,lognormal,175.1,0.11
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.6,lognormal,125.8,0.17,lognormal,137.8,0.17,lognormal,187.9,0.11
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.2,0.18,lognormal,128.0,0.16,lognormal,140.2,0.16,normal,189.9,18.2
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,17.1,lognormal,114.5,0.16,lognormal,126.3,0.17,normal,158.9,17.4
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.3,lognormal,108.0,0.16,lognormal,117.1,0.16,normal,141.6,16.3
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,17.8,lognormal,119.8,0.17,lognormal,131.8,0.17,normal,170.6,17.9
-M.LRM.2.spm.1.0.D.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.7,lognormal,124.8,0.16,lognormal,137.6,0.17,normal,184.2,19.5
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.8,0.19,lognormal,158.6,0.16,normal,170.4,20.6,normal,203.4,21.2
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.7,normal,138.2,18.2,lognormal,148.1,0.13,normal,166.6,18.8
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,18.4,lognormal,128.1,0.14,lognormal,135.5,0.14,normal,149.0,17.8
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,21.3,lognormal,145.8,0.15,lognormal,157.8,0.14,normal,181.2,20.7
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,22.1,lognormal,153.2,0.16,normal,165.0,20.4,normal,197.6,24.3
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.6,22.6,lognormal,158.1,0.16,lognormal,171.3,0.14,normal,204.5,22.0
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.9,lognormal,138.4,0.15,lognormal,148.4,0.14,normal,166.0,18.3
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,17.9,lognormal,127.6,0.14,normal,135.0,16.7,normal,149.2,18.1
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,20.8,lognormal,146.2,0.15,normal,157.4,19.5,normal,181.4,20.9
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.3,0.18,lognormal,152.9,0.15,lognormal,167.5,0.15,normal,196.5,21.9
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.3,23.3,normal,157.7,22.1,lognormal,173.1,0.15,normal,197.9,20.7
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,19.9,lognormal,139.0,0.15,lognormal,148.4,0.13,normal,161.2,18.4
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,17.7,lognormal,127.9,0.14,normal,134.5,16.2,lognormal,143.6,0.13
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,22.1,lognormal,146.5,0.15,lognormal,157.5,0.14,lognormal,174.4,0.12
-M.LRM.2.spm.1.0.D.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.8,0.19,normal,154.5,21.8,normal,167.0,20.8,lognormal,189.2,0.11
-M.LRM.2.spm.1.0.D.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,20.0,lognormal,127.9,0.16,lognormal,140.2,0.16,normal,194.6,18.6
-M.LRM.2.spm.1.0.D.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.5,lognormal,114.5,0.16,lognormal,126.0,0.17,normal,161.9,16.7
-M.LRM.2.spm.1.0.D.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,16.3,lognormal,107.4,0.16,lognormal,117.1,0.16,normal,144.6,16.7
-M.LRM.2.spm.1.0.D.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,17.7,lognormal,119.5,0.16,lognormal,131.0,0.16,lognormal,174.5,0.11
-M.LRM.2.spm.1.0.D.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.7,lognormal,124.7,0.16,lognormal,136.6,0.16,normal,188.3,20.2
-M.LRM.2.spm.1.0.D.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,19.0,normal,126.5,17.4,lognormal,137.7,0.15,normal,159.8,17.1
-M.LRM.2.spm.1.0.D.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,17.1,lognormal,114.3,0.16,lognormal,124.2,0.16,normal,138.3,13.6
-M.LRM.2.spm.1.0.D.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,16.3,lognormal,107.6,0.16,normal,115.1,15.3,normal,126.9,12.2
-M.LRM.2.spm.1.0.D.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.3,lognormal,119.7,0.16,normal,128.9,17.5,lognormal,146.6,0.11
-M.LRM.2.spm.1.0.D.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.7,lognormal,124.7,0.16,normal,134.8,18.6,lognormal,154.7,0.11
-M.LRM.2.spm.1.0.D.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,23.6,lognormal,157.8,0.15,lognormal,172.0,0.15,lognormal,198.5,0.11
-M.LRM.2.spm.1.0.D.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,20.1,lognormal,138.5,0.15,lognormal,148.4,0.14,normal,162.7,17.4
-M.LRM.2.spm.1.0.D.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.1,17.6,lognormal,127.5,0.14,lognormal,135.1,0.14,normal,144.7,16.6
-M.LRM.2.spm.1.0.D.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.0,21.0,lognormal,146.1,0.15,lognormal,157.6,0.14,normal,175.0,17.6
-M.LRM.2.spm.1.0.D.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.2,0.18,lognormal,153.5,0.16,lognormal,166.6,0.14,normal,190.5,19.1
-M.LRM.2.spm.1.0.D.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,19.3,lognormal,146.6,0.12,lognormal,149.5,0.11,lognormal,158.8,0.11
-M.LRM.2.spm.1.0.D.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,17.4,lognormal,130.3,0.12,lognormal,133.1,0.11,lognormal,138.2,0.1
-M.LRM.2.spm.1.0.D.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,16.2,normal,121.5,13.8,lognormal,123.8,0.12,normal,127.1,12.4
-M.LRM.2.spm.1.0.D.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,18.5,normal,136.8,15.5,lognormal,139.8,0.12,lognormal,146.8,0.11
-M.LRM.2.spm.1.0.D.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,18.7,lognormal,143.1,0.12,normal,145.5,15.4,lognormal,154.5,0.11
-M.LRM.2.spm.1.0.D.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,22.9,normal,155.9,20.5,lognormal,171.0,0.14,normal,196.4,19.0
-M.LRM.2.spm.1.0.D.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,19.9,lognormal,138.8,0.15,normal,148.1,18.1,normal,161.9,17.4
-M.LRM.2.spm.1.0.D.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,17.9,lognormal,127.5,0.14,lognormal,134.6,0.13,normal,144.6,16.6
-M.LRM.2.spm.1.0.D.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,20.6,lognormal,146.1,0.15,lognormal,157.9,0.14,normal,176.6,19.1
-M.LRM.2.spm.1.0.D.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.0,0.18,normal,154.0,21.4,normal,165.4,19.9,lognormal,189.4,0.11
-M.LRM.2.spm.1.0.D.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,19.3,normal,146.2,16.5,lognormal,149.4,0.11,normal,158.7,15.6
-M.LRM.2.spm.1.0.D.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,17.3,normal,130.2,14.4,lognormal,133.1,0.11,lognormal,138.2,0.1
-M.LRM.2.spm.1.0.D.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,16.2,normal,121.5,14.0,lognormal,123.9,0.12,normal,127.2,12.4
-M.LRM.2.spm.1.0.D.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,18.4,lognormal,137.1,0.12,lognormal,139.8,0.12,lognormal,146.9,0.11
-M.LRM.2.spm.1.0.D.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,18.9,lognormal,143.3,0.13,lognormal,145.8,0.12,lognormal,154.2,0.11
-M.LRM.2.spm.1.0.D.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,22.9,normal,155.9,20.5,lognormal,171.0,0.14,normal,196.4,19.0
-M.LRM.2.spm.1.0.D.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,19.9,lognormal,138.8,0.15,normal,148.1,18.1,normal,161.9,17.4
-M.LRM.2.spm.1.0.D.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,17.9,lognormal,127.5,0.14,lognormal,134.6,0.13,normal,144.6,16.6
-M.LRM.2.spm.1.0.D.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,20.6,lognormal,146.1,0.15,lognormal,157.9,0.14,normal,176.6,19.1
-M.LRM.2.spm.1.0.D.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.0,0.18,normal,154.0,21.4,normal,165.4,19.9,lognormal,189.4,0.11
-M.LRM.2.spm.1.0.D.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,19.3,normal,146.2,16.5,lognormal,149.4,0.11,normal,158.7,15.6
-M.LRM.2.spm.1.0.D.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,17.3,normal,130.2,14.4,lognormal,133.1,0.11,lognormal,138.2,0.1
-M.LRM.2.spm.1.0.D.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,16.2,normal,121.5,14.0,lognormal,123.9,0.12,normal,127.2,12.4
-M.LRM.2.spm.1.0.D.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,18.4,lognormal,137.1,0.12,lognormal,139.8,0.12,lognormal,146.9,0.11
-M.LRM.2.spm.1.0.D.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,18.9,lognormal,143.3,0.13,lognormal,145.8,0.12,lognormal,154.2,0.11
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,19.6,lognormal,129.3,0.17,lognormal,141.5,0.17,normal,249.3,21.8
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,17.5,lognormal,115.5,0.17,lognormal,126.9,0.17,normal,215.5,21.5
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,16.8,lognormal,109.1,0.17,lognormal,120.1,0.18,normal,205.2,18.2
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,18.2,lognormal,120.7,0.17,lognormal,132.5,0.17,normal,223.8,16.8
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.8,lognormal,126.0,0.17,lognormal,139.0,0.18,normal,248.5,24.0
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.5,lognormal,128.7,0.16,lognormal,141.3,0.17,normal,249.5,21.3
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,17.4,lognormal,115.6,0.17,lognormal,127.3,0.17,lognormal,214.1,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.1,0.19,lognormal,108.4,0.16,lognormal,119.8,0.18,lognormal,198.7,0.11
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,18.0,lognormal,121.1,0.17,lognormal,132.2,0.17,lognormal,222.6,0.09
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.5,lognormal,125.9,0.16,lognormal,139.3,0.18,lognormal,250.0,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.6,0.18,lognormal,129.3,0.17,lognormal,142.4,0.17,normal,224.6,20.0
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.3,lognormal,115.2,0.17,lognormal,127.1,0.17,lognormal,195.3,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,16.8,lognormal,109.1,0.17,lognormal,119.2,0.17,lognormal,182.5,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,17.6,lognormal,120.7,0.17,lognormal,132.7,0.17,normal,204.5,19.2
-M.LRM.2.spm.1.1.A.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,19.0,lognormal,126.2,0.17,lognormal,139.1,0.18,lognormal,222.6,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.7,0.18,lognormal,158.3,0.16,lognormal,175.1,0.15,lognormal,250.0,0.07
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,19.9,lognormal,141.0,0.15,lognormal,157.7,0.16,normal,217.5,21.0
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,19.6,lognormal,133.7,0.16,lognormal,149.7,0.17,lognormal,210.1,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,20.9,lognormal,147.9,0.16,lognormal,164.6,0.16,normal,224.1,17.9
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,21.9,lognormal,153.8,0.16,lognormal,172.6,0.17,normal,248.5,23.8
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.6,22.5,lognormal,158.1,0.16,lognormal,175.5,0.16,normal,250.0,20.0
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.4,normal,140.8,19.7,lognormal,157.9,0.16,normal,216.8,23.3
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,19.2,lognormal,133.6,0.16,lognormal,149.9,0.17,lognormal,200.8,0.11
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,21.4,lognormal,148.0,0.16,lognormal,164.8,0.17,normal,219.0,14.7
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,22.5,lognormal,154.7,0.16,lognormal,172.3,0.16,lognormal,250.0,0.11
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.4,0.17,lognormal,158.2,0.16,lognormal,174.2,0.15,normal,236.7,27.1
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.4,normal,140.4,19.5,lognormal,156.5,0.15,lognormal,196.2,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,20.1,lognormal,133.6,0.16,lognormal,148.6,0.16,normal,182.4,19.6
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,21.2,lognormal,148.4,0.16,lognormal,164.5,0.16,normal,209.3,21.7
-M.LRM.2.spm.1.1.A.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.0,0.18,lognormal,155.1,0.16,normal,170.7,23.6,normal,235.5,29.9
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.5,lognormal,128.8,0.17,lognormal,141.0,0.17,lognormal,250.0,0.13
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.6,lognormal,115.6,0.17,lognormal,127.1,0.17,normal,208.3,22.8
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.2,0.19,lognormal,109.1,0.17,lognormal,119.8,0.18,lognormal,195.8,0.11
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,17.9,lognormal,120.9,0.17,lognormal,132.7,0.17,lognormal,222.1,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.8,normal,125.4,18.5,lognormal,138.1,0.17,normal,222.6,15.9
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.1,lognormal,128.0,0.16,lognormal,140.6,0.17,lognormal,200.0,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.1,lognormal,115.0,0.16,lognormal,125.8,0.16,lognormal,176.1,0.13
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,16.6,lognormal,108.0,0.17,lognormal,118.8,0.17,lognormal,168.9,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.1,lognormal,120.1,0.16,lognormal,131.8,0.16,lognormal,184.3,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.8,lognormal,125.1,0.16,lognormal,136.8,0.16,normal,193.1,20.2
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.1,lognormal,128.0,0.16,lognormal,140.7,0.16,normal,194.4,20.9
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,17.2,lognormal,114.7,0.16,lognormal,126.3,0.17,lognormal,171.8,0.15
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,16.4,lognormal,108.1,0.17,lognormal,118.7,0.17,lognormal,166.7,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,17.8,lognormal,119.4,0.16,lognormal,131.3,0.16,lognormal,178.4,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.7,lognormal,125.2,0.16,lognormal,137.6,0.17,lognormal,190.0,0.13
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.7,0.18,lognormal,158.3,0.16,lognormal,175.1,0.15,lognormal,250.0,0.07
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,19.9,lognormal,141.0,0.15,lognormal,157.7,0.16,normal,217.5,21.0
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,19.6,lognormal,133.7,0.16,lognormal,149.7,0.17,lognormal,210.1,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,20.9,lognormal,147.9,0.16,lognormal,164.6,0.16,normal,224.1,17.9
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,21.9,lognormal,153.8,0.16,lognormal,172.6,0.17,normal,248.5,23.8
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.6,22.5,lognormal,158.1,0.16,lognormal,175.5,0.16,normal,250.0,20.0
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.4,normal,140.8,19.7,lognormal,157.9,0.16,normal,216.8,23.3
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,19.2,lognormal,133.6,0.16,lognormal,149.9,0.17,lognormal,200.8,0.11
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,21.4,lognormal,148.0,0.16,lognormal,164.8,0.17,normal,219.0,14.7
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,22.5,lognormal,154.7,0.16,lognormal,172.3,0.16,lognormal,250.0,0.11
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.4,0.17,lognormal,158.2,0.16,lognormal,174.2,0.15,normal,236.7,27.1
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.4,normal,140.4,19.5,lognormal,156.5,0.15,lognormal,196.2,0.12
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,20.1,lognormal,133.6,0.16,lognormal,148.6,0.16,normal,182.4,19.6
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,21.2,lognormal,148.4,0.16,lognormal,164.5,0.16,normal,209.3,21.7
-M.LRM.2.spm.1.1.A.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.0,0.18,lognormal,155.1,0.16,normal,170.7,23.6,normal,235.5,29.9
-M.LRM.2.spm.1.1.A.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,19.3,lognormal,127.7,0.16,lognormal,140.5,0.16,lognormal,202.2,0.11
-M.LRM.2.spm.1.1.A.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.3,lognormal,114.6,0.16,lognormal,126.4,0.17,lognormal,178.7,0.13
-M.LRM.2.spm.1.1.A.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.4,lognormal,108.0,0.16,lognormal,119.2,0.17,lognormal,173.4,0.11
-M.LRM.2.spm.1.1.A.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,17.9,lognormal,119.8,0.16,normal,131.1,19.1,normal,186.9,19.8
-M.LRM.2.spm.1.1.A.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.7,lognormal,124.9,0.16,lognormal,138.0,0.17,lognormal,197.4,0.12
-M.LRM.2.spm.1.1.A.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.3,lognormal,127.4,0.16,lognormal,137.7,0.15,lognormal,162.5,0.12
-M.LRM.2.spm.1.1.A.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.2,lognormal,114.3,0.16,normal,123.2,16.9,lognormal,145.0,0.12
-M.LRM.2.spm.1.1.A.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,16.5,lognormal,107.8,0.16,normal,116.0,16.1,lognormal,138.1,0.13
-M.LRM.2.spm.1.1.A.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,18.0,lognormal,119.3,0.16,lognormal,128.8,0.15,lognormal,152.3,0.12
-M.LRM.2.spm.1.1.A.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.4,lognormal,124.9,0.16,lognormal,135.3,0.15,lognormal,158.9,0.12
-M.LRM.2.spm.1.1.A.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,23.4,lognormal,158.0,0.16,lognormal,174.0,0.15,normal,211.1,17.8
-M.LRM.2.spm.1.1.A.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.9,lognormal,140.6,0.15,normal,153.0,20.2,normal,190.2,25.9
-M.LRM.2.spm.1.1.A.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.0,0.18,lognormal,133.7,0.16,lognormal,147.8,0.16,normal,183.7,18.3
-M.LRM.2.spm.1.1.A.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,21.6,lognormal,148.3,0.16,normal,161.4,21.1,lognormal,200.0,0.13
-M.LRM.2.spm.1.1.A.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.7,lognormal,154.1,0.16,lognormal,169.9,0.15,normal,207.8,20.1
-M.LRM.2.spm.1.1.A.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,19.8,normal,145.8,16.5,lognormal,149.1,0.12,lognormal,162.3,0.12
-M.LRM.2.spm.1.1.A.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.7,lognormal,130.9,0.13,lognormal,133.1,0.12,lognormal,145.1,0.12
-M.LRM.2.spm.1.1.A.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,16.9,lognormal,124.0,0.13,lognormal,126.4,0.12,lognormal,139.1,0.13
-M.LRM.2.spm.1.1.A.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,18.5,normal,136.5,15.7,lognormal,139.5,0.12,lognormal,152.4,0.12
-M.LRM.2.spm.1.1.A.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,19.1,lognormal,143.0,0.12,lognormal,146.0,0.12,normal,159.4,18.2
-M.LRM.2.spm.1.1.A.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.3,0.17,lognormal,157.9,0.16,lognormal,173.8,0.15,normal,213.7,20.2
-M.LRM.2.spm.1.1.A.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,19.7,lognormal,141.1,0.15,lognormal,153.0,0.14,normal,189.8,26.5
-M.LRM.2.spm.1.1.A.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,20.0,lognormal,134.0,0.16,lognormal,146.6,0.15,lognormal,181.2,0.1
-M.LRM.2.spm.1.1.A.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.7,lognormal,148.2,0.16,normal,160.9,21.3,normal,199.5,22.8
-M.LRM.2.spm.1.1.A.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,22.8,lognormal,154.0,0.15,lognormal,168.7,0.15,normal,211.3,23.7
-M.LRM.2.spm.1.1.A.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,20.1,normal,146.6,16.9,lognormal,150.1,0.12,lognormal,162.3,0.12
-M.LRM.2.spm.1.1.A.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,16.9,normal,130.6,15.0,lognormal,133.6,0.12,lognormal,145.7,0.12
-M.LRM.2.spm.1.1.A.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,17.0,lognormal,123.8,0.13,lognormal,126.2,0.12,lognormal,139.0,0.13
-M.LRM.2.spm.1.1.A.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.2,normal,136.5,15.7,lognormal,139.7,0.12,lognormal,151.4,0.12
-M.LRM.2.spm.1.1.A.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.9,lognormal,142.6,0.12,lognormal,145.6,0.11,lognormal,159.9,0.13
-M.LRM.2.spm.1.1.A.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.3,0.17,lognormal,157.9,0.16,lognormal,173.8,0.15,normal,213.7,20.2
-M.LRM.2.spm.1.1.A.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,19.7,lognormal,141.1,0.15,lognormal,153.0,0.14,normal,189.8,26.5
-M.LRM.2.spm.1.1.A.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,20.0,lognormal,134.0,0.16,lognormal,146.6,0.15,lognormal,181.2,0.1
-M.LRM.2.spm.1.1.A.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.7,lognormal,148.2,0.16,normal,160.9,21.3,normal,199.5,22.8
-M.LRM.2.spm.1.1.A.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,22.8,lognormal,154.0,0.15,lognormal,168.7,0.15,normal,211.3,23.7
-M.LRM.2.spm.1.1.A.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,20.1,normal,146.6,16.9,lognormal,150.1,0.12,lognormal,162.3,0.12
-M.LRM.2.spm.1.1.A.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,16.9,normal,130.6,15.0,lognormal,133.6,0.12,lognormal,145.7,0.12
-M.LRM.2.spm.1.1.A.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,17.0,lognormal,123.8,0.13,lognormal,126.2,0.12,lognormal,139.0,0.13
-M.LRM.2.spm.1.1.A.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.2,normal,136.5,15.7,lognormal,139.7,0.12,lognormal,151.4,0.12
-M.LRM.2.spm.1.1.A.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.9,lognormal,142.6,0.12,lognormal,145.6,0.11,lognormal,159.9,0.13
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.2,lognormal,128.2,0.16,lognormal,141.4,0.17,normal,249.4,21.7
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,17.3,lognormal,115.4,0.16,lognormal,127.4,0.17,lognormal,215.4,0.12
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,16.4,lognormal,108.7,0.17,lognormal,120.1,0.18,normal,204.3,17.7
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,18.0,lognormal,121.0,0.17,lognormal,132.9,0.17,normal,229.7,24.1
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.5,lognormal,125.9,0.17,lognormal,137.8,0.17,normal,247.5,26.6
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,19.3,lognormal,128.1,0.16,lognormal,141.2,0.17,normal,248.2,24.7
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,17.4,lognormal,115.5,0.16,lognormal,126.2,0.17,normal,207.7,21.1
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,16.7,lognormal,109.1,0.17,lognormal,120.0,0.17,lognormal,198.5,0.11
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,18.1,lognormal,120.9,0.16,lognormal,133.0,0.17,normal,219.1,19.7
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.7,lognormal,126.1,0.17,lognormal,138.3,0.17,normal,247.4,26.6
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.18,lognormal,129.1,0.17,lognormal,141.9,0.17,normal,221.1,19.1
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,17.1,lognormal,115.7,0.17,lognormal,126.8,0.17,lognormal,194.0,0.11
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,16.2,lognormal,108.6,0.17,lognormal,120.0,0.18,lognormal,181.9,0.12
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,18.3,lognormal,121.0,0.17,lognormal,132.7,0.17,lognormal,204.4,0.1
-M.LRM.2.spm.1.1.B.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,18.9,lognormal,126.4,0.17,lognormal,138.3,0.17,normal,215.7,19.9
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,22.2,lognormal,158.4,0.16,normal,174.1,23.5,normal,250.0,20.0
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,19.6,lognormal,140.6,0.15,lognormal,157.5,0.16,normal,215.1,25.0
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.5,0.18,lognormal,134.1,0.16,lognormal,148.8,0.16,lognormal,207.1,0.11
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.6,lognormal,147.5,0.15,lognormal,165.1,0.16,normal,228.0,22.0
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,21.6,lognormal,153.9,0.15,lognormal,170.4,0.16,normal,248.4,24.1
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,23.3,lognormal,158.1,0.16,lognormal,175.0,0.15,lognormal,250.0,0.09
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.7,lognormal,140.1,0.15,lognormal,157.3,0.16,lognormal,211.0,0.11
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,19.2,lognormal,133.4,0.16,lognormal,148.2,0.16,lognormal,200.4,0.11
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,21.7,normal,147.8,20.8,lognormal,164.1,0.16,normal,222.3,18.4
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.7,lognormal,154.7,0.16,lognormal,171.2,0.15,normal,248.3,24.4
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.5,22.7,normal,157.7,21.8,lognormal,175.2,0.16,normal,236.8,27.0
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.7,lognormal,139.9,0.15,lognormal,156.8,0.16,normal,196.4,20.7
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.18,lognormal,133.8,0.16,lognormal,148.1,0.16,lognormal,183.3,0.12
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,20.8,lognormal,148.0,0.16,lognormal,164.2,0.16,lognormal,208.9,0.11
-M.LRM.2.spm.1.1.B.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,22.4,normal,153.3,21.6,lognormal,170.9,0.16,normal,219.4,19.6
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,19.5,lognormal,128.9,0.16,lognormal,141.1,0.16,normal,234.3,22.3
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,17.2,lognormal,115.2,0.17,lognormal,126.7,0.17,lognormal,207.9,0.13
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,16.8,lognormal,109.0,0.17,lognormal,120.2,0.18,lognormal,192.6,0.11
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.1,lognormal,121.0,0.17,lognormal,131.9,0.17,normal,215.2,19.8
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,19.1,lognormal,125.8,0.17,lognormal,138.0,0.17,normal,222.9,17.8
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,19.5,lognormal,128.2,0.17,lognormal,140.9,0.17,lognormal,199.7,0.12
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,17.2,lognormal,114.5,0.16,normal,125.4,18.4,lognormal,175.0,0.14
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,16.8,lognormal,108.1,0.17,lognormal,119.3,0.17,lognormal,169.1,0.12
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,17.9,lognormal,120.2,0.16,lognormal,132.1,0.17,lognormal,183.7,0.13
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.6,lognormal,125.1,0.16,lognormal,137.1,0.16,lognormal,192.1,0.12
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.18,lognormal,128.5,0.17,lognormal,141.1,0.17,lognormal,193.3,0.12
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.4,lognormal,114.5,0.16,lognormal,126.3,0.17,lognormal,170.0,0.15
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,16.4,lognormal,108.2,0.16,lognormal,119.0,0.17,normal,165.2,19.4
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,17.5,lognormal,120.1,0.17,lognormal,131.4,0.17,lognormal,179.2,0.14
-M.LRM.2.spm.1.1.B.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.4,lognormal,125.1,0.16,lognormal,137.2,0.17,lognormal,190.2,0.14
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,22.2,lognormal,158.4,0.16,normal,174.1,23.5,normal,250.0,20.0
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,19.6,lognormal,140.6,0.15,lognormal,157.5,0.16,normal,215.1,25.0
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.5,0.18,lognormal,134.1,0.16,lognormal,148.8,0.16,lognormal,207.1,0.11
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.6,lognormal,147.5,0.15,lognormal,165.1,0.16,normal,228.0,22.0
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,21.6,lognormal,153.9,0.15,lognormal,170.4,0.16,normal,248.4,24.1
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,23.3,lognormal,158.1,0.16,lognormal,175.0,0.15,lognormal,250.0,0.09
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.7,lognormal,140.1,0.15,lognormal,157.3,0.16,lognormal,211.0,0.11
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,19.2,lognormal,133.4,0.16,lognormal,148.2,0.16,lognormal,200.4,0.11
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,21.7,normal,147.8,20.8,lognormal,164.1,0.16,normal,222.3,18.4
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.7,lognormal,154.7,0.16,lognormal,171.2,0.15,normal,248.3,24.4
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.5,22.7,normal,157.7,21.8,lognormal,175.2,0.16,normal,236.8,27.0
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.7,lognormal,139.9,0.15,lognormal,156.8,0.16,normal,196.4,20.7
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.18,lognormal,133.8,0.16,lognormal,148.1,0.16,lognormal,183.3,0.12
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,20.8,lognormal,148.0,0.16,lognormal,164.2,0.16,lognormal,208.9,0.11
-M.LRM.2.spm.1.1.B.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,22.4,normal,153.3,21.6,lognormal,170.9,0.16,normal,219.4,19.6
-M.LRM.2.spm.1.1.B.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,19.5,lognormal,128.2,0.16,lognormal,141.3,0.17,lognormal,199.6,0.1
-M.LRM.2.spm.1.1.B.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,17.0,lognormal,114.7,0.16,lognormal,126.3,0.17,lognormal,176.3,0.14
-M.LRM.2.spm.1.1.B.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,16.3,lognormal,107.5,0.16,lognormal,118.8,0.18,normal,172.1,17.4
-M.LRM.2.spm.1.1.B.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,17.7,lognormal,120.4,0.17,normal,131.2,19.2,lognormal,185.3,0.13
-M.LRM.2.spm.1.1.B.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.5,lognormal,124.9,0.16,lognormal,137.5,0.17,lognormal,195.0,0.11
-M.LRM.2.spm.1.1.B.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,19.0,normal,126.5,17.4,lognormal,137.4,0.15,lognormal,162.8,0.12
-M.LRM.2.spm.1.1.B.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.3,normal,113.6,16.2,normal,122.6,16.6,lognormal,144.9,0.12
-M.LRM.2.spm.1.1.B.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,16.3,lognormal,107.3,0.16,normal,115.9,16.1,lognormal,138.1,0.13
-M.LRM.2.spm.1.1.B.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,18.0,lognormal,119.5,0.16,lognormal,129.4,0.15,lognormal,152.9,0.13
-M.LRM.2.spm.1.1.B.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.7,lognormal,124.5,0.16,lognormal,134.9,0.15,lognormal,158.5,0.12
-M.LRM.2.spm.1.1.B.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,22.6,normal,158.0,22.2,normal,172.4,22.7,lognormal,212.6,0.11
-M.LRM.2.spm.1.1.B.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,20.0,normal,140.1,18.7,lognormal,152.7,0.15,lognormal,189.9,0.17
-M.LRM.2.spm.1.1.B.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.2,0.18,lognormal,133.8,0.17,lognormal,147.4,0.16,normal,181.8,17.4
-M.LRM.2.spm.1.1.B.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,20.7,lognormal,148.0,0.16,normal,160.3,21.1,normal,197.0,25.0
-M.LRM.2.spm.1.1.B.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,21.8,lognormal,154.8,0.16,normal,168.4,22.5,lognormal,209.0,0.13
-M.LRM.2.spm.1.1.B.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,19.6,lognormal,147.5,0.13,lognormal,150.3,0.12,lognormal,162.7,0.12
-M.LRM.2.spm.1.1.B.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,17.7,lognormal,130.6,0.13,lognormal,133.0,0.12,lognormal,144.7,0.12
-M.LRM.2.spm.1.1.B.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,17.1,lognormal,123.6,0.13,lognormal,126.1,0.12,lognormal,138.6,0.13
-M.LRM.2.spm.1.1.B.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,17.7,lognormal,136.7,0.12,lognormal,139.3,0.12,lognormal,152.2,0.12
-M.LRM.2.spm.1.1.B.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,20.2,normal,143.6,16.7,normal,146.1,15.5,lognormal,158.9,0.12
-M.LRM.2.spm.1.1.B.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.6,23.5,lognormal,159.0,0.16,lognormal,173.2,0.14,normal,211.5,19.8
-M.LRM.2.spm.1.1.B.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.4,normal,139.2,18.5,lognormal,152.8,0.15,lognormal,189.5,0.17
-M.LRM.2.spm.1.1.B.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,19.7,lognormal,133.7,0.16,lognormal,147.5,0.16,normal,182.2,18.6
-M.LRM.2.spm.1.1.B.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,20.2,lognormal,147.5,0.15,lognormal,160.8,0.15,normal,198.4,25.9
-M.LRM.2.spm.1.1.B.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.2,0.18,normal,154.4,21.5,normal,168.0,21.9,normal,208.0,23.3
-M.LRM.2.spm.1.1.B.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,19.5,lognormal,147.4,0.13,lognormal,150.3,0.12,lognormal,163.3,0.12
-M.LRM.2.spm.1.1.B.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,17.8,normal,130.5,14.9,normal,132.8,14.2,lognormal,145.0,0.12
-M.LRM.2.spm.1.1.B.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,16.9,lognormal,123.6,0.13,lognormal,126.0,0.12,lognormal,138.3,0.13
-M.LRM.2.spm.1.1.B.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.2,18.7,normal,136.7,15.9,lognormal,139.7,0.12,normal,151.2,16.0
-M.LRM.2.spm.1.1.B.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,20.2,normal,143.7,16.8,normal,146.2,15.6,lognormal,158.7,0.12
-M.LRM.2.spm.1.1.B.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.6,23.5,lognormal,159.0,0.16,lognormal,173.2,0.14,normal,211.5,19.8
-M.LRM.2.spm.1.1.B.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.4,normal,139.2,18.5,lognormal,152.8,0.15,lognormal,189.5,0.17
-M.LRM.2.spm.1.1.B.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,19.7,lognormal,133.7,0.16,lognormal,147.5,0.16,normal,182.2,18.6
-M.LRM.2.spm.1.1.B.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,20.2,lognormal,147.5,0.15,lognormal,160.8,0.15,normal,198.4,25.9
-M.LRM.2.spm.1.1.B.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.2,0.18,normal,154.4,21.5,normal,168.0,21.9,normal,208.0,23.3
-M.LRM.2.spm.1.1.B.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,19.5,lognormal,147.4,0.13,lognormal,150.3,0.12,lognormal,163.3,0.12
-M.LRM.2.spm.1.1.B.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,17.8,normal,130.5,14.9,normal,132.8,14.2,lognormal,145.0,0.12
-M.LRM.2.spm.1.1.B.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,16.9,lognormal,123.6,0.13,lognormal,126.0,0.12,lognormal,138.3,0.13
-M.LRM.2.spm.1.1.B.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.2,18.7,normal,136.7,15.9,lognormal,139.7,0.12,normal,151.2,16.0
-M.LRM.2.spm.1.1.B.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,20.2,normal,143.7,16.8,normal,146.2,15.6,lognormal,158.7,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,19.5,lognormal,129.1,0.17,lognormal,141.2,0.17,normal,249.0,22.5
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.0,lognormal,115.5,0.17,lognormal,127.0,0.17,lognormal,211.4,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,16.7,lognormal,109.0,0.17,lognormal,120.3,0.18,normal,207.8,20.3
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,18.1,lognormal,121.3,0.17,lognormal,133.1,0.18,normal,223.0,19.6
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.2,lognormal,125.6,0.17,lognormal,138.3,0.17,normal,226.1,16.7
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.3,lognormal,129.5,0.17,lognormal,141.6,0.17,lognormal,250.0,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,17.3,lognormal,115.8,0.17,lognormal,127.0,0.17,lognormal,209.3,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.6,lognormal,108.9,0.17,lognormal,119.9,0.18,lognormal,199.7,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.3,lognormal,120.6,0.17,lognormal,132.8,0.17,lognormal,217.7,0.1
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.1,lognormal,125.1,0.16,lognormal,138.2,0.17,normal,228.1,18.8
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,18.8,lognormal,128.8,0.16,lognormal,140.5,0.16,normal,218.1,16.5
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.5,lognormal,115.6,0.17,lognormal,126.8,0.17,lognormal,192.8,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,16.4,lognormal,109.0,0.17,lognormal,119.8,0.18,lognormal,181.4,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,18.2,lognormal,121.1,0.17,lognormal,132.6,0.17,lognormal,205.2,0.1
-M.LRM.2.spm.1.1.C.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.7,lognormal,126.3,0.17,lognormal,138.4,0.17,normal,216.7,20.5
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,23.1,lognormal,158.7,0.16,lognormal,175.9,0.15,lognormal,250.0,0.1
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,19.4,lognormal,139.8,0.15,lognormal,157.7,0.16,normal,207.5,19.8
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,20.1,lognormal,133.4,0.16,lognormal,148.9,0.16,normal,205.4,20.1
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,20.8,lognormal,147.7,0.15,lognormal,163.5,0.16,lognormal,226.7,0.11
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.2,0.18,lognormal,155.1,0.16,lognormal,172.4,0.16,lognormal,250.0,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,22.1,lognormal,157.6,0.16,lognormal,174.7,0.16,lognormal,250.0,0.09
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,19.1,lognormal,140.2,0.15,lognormal,156.5,0.15,lognormal,210.8,0.13
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,19.7,lognormal,133.7,0.16,lognormal,148.5,0.16,lognormal,199.5,0.11
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,20.8,lognormal,147.6,0.16,lognormal,165.3,0.16,lognormal,221.3,0.1
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,21.6,lognormal,155.3,0.17,lognormal,171.5,0.16,normal,248.0,25.3
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.5,22.7,lognormal,158.3,0.16,lognormal,174.4,0.15,normal,225.7,20.6
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,19.6,normal,139.1,18.5,lognormal,156.1,0.15,lognormal,194.0,0.11
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,19.4,lognormal,133.0,0.16,lognormal,147.9,0.16,lognormal,181.4,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,20.8,lognormal,147.0,0.15,lognormal,162.9,0.15,normal,205.3,19.7
-M.LRM.2.spm.1.1.C.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,143.2,23.3,lognormal,153.8,0.15,lognormal,171.6,0.16,normal,223.2,22.7
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.8,0.19,lognormal,129.4,0.17,lognormal,141.6,0.17,normal,247.0,27.9
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,17.2,lognormal,115.1,0.16,lognormal,126.1,0.16,lognormal,204.7,0.13
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,16.7,lognormal,108.7,0.17,lognormal,119.4,0.17,normal,193.9,19.6
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,18.2,lognormal,121.0,0.17,lognormal,132.8,0.17,normal,211.8,19.7
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,19.0,lognormal,126.2,0.17,lognormal,138.8,0.17,normal,224.6,18.7
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,19.4,lognormal,128.1,0.17,lognormal,141.1,0.17,lognormal,197.8,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,17.2,lognormal,114.8,0.16,lognormal,126.0,0.17,lognormal,173.0,0.14
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,16.5,lognormal,108.1,0.16,lognormal,119.1,0.17,lognormal,168.1,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,17.7,lognormal,120.1,0.16,lognormal,132.5,0.17,lognormal,182.3,0.13
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.6,lognormal,124.9,0.16,lognormal,137.5,0.16,lognormal,191.6,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.4,0.18,lognormal,127.7,0.16,lognormal,140.9,0.17,lognormal,191.9,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,17.1,lognormal,114.9,0.16,lognormal,126.4,0.17,lognormal,165.7,0.14
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.6,lognormal,108.1,0.17,lognormal,119.2,0.17,normal,164.2,19.2
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,18.0,lognormal,120.3,0.17,normal,131.1,19.2,lognormal,176.2,0.13
-M.LRM.2.spm.1.1.C.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.8,lognormal,125.2,0.17,lognormal,137.7,0.16,normal,184.7,19.6
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,23.1,lognormal,158.7,0.16,lognormal,175.9,0.15,lognormal,250.0,0.1
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,19.4,lognormal,139.8,0.15,lognormal,157.7,0.16,normal,207.5,19.8
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,20.1,lognormal,133.4,0.16,lognormal,148.9,0.16,normal,205.4,20.1
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,20.8,lognormal,147.7,0.15,lognormal,163.5,0.16,lognormal,226.7,0.11
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.2,0.18,lognormal,155.1,0.16,lognormal,172.4,0.16,lognormal,250.0,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,22.1,lognormal,157.6,0.16,lognormal,174.7,0.16,lognormal,250.0,0.09
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,19.1,lognormal,140.2,0.15,lognormal,156.5,0.15,lognormal,210.8,0.13
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,19.7,lognormal,133.7,0.16,lognormal,148.5,0.16,lognormal,199.5,0.11
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,20.8,lognormal,147.6,0.16,lognormal,165.3,0.16,lognormal,221.3,0.1
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,21.6,lognormal,155.3,0.17,lognormal,171.5,0.16,normal,248.0,25.3
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.5,22.7,lognormal,158.3,0.16,lognormal,174.4,0.15,normal,225.7,20.6
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,19.6,normal,139.1,18.5,lognormal,156.1,0.15,lognormal,194.0,0.11
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,19.4,lognormal,133.0,0.16,lognormal,147.9,0.16,lognormal,181.4,0.12
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,20.8,lognormal,147.0,0.15,lognormal,162.9,0.15,normal,205.3,19.7
-M.LRM.2.spm.1.1.C.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,143.2,23.3,lognormal,153.8,0.15,lognormal,171.6,0.16,normal,223.2,22.7
-M.LRM.2.spm.1.1.C.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.18,lognormal,127.9,0.16,lognormal,140.3,0.16,normal,199.7,19.6
-M.LRM.2.spm.1.1.C.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,17.2,lognormal,114.5,0.16,lognormal,126.2,0.17,lognormal,173.8,0.14
-M.LRM.2.spm.1.1.C.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,16.8,lognormal,107.7,0.16,lognormal,118.5,0.17,normal,171.4,19.2
-M.LRM.2.spm.1.1.C.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,17.9,lognormal,119.4,0.16,lognormal,131.9,0.17,normal,184.0,21.4
-M.LRM.2.spm.1.1.C.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.6,lognormal,124.9,0.16,lognormal,136.9,0.16,normal,193.4,20.4
-M.LRM.2.spm.1.1.C.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.7,normal,126.7,17.5,lognormal,137.6,0.15,lognormal,161.8,0.12
-M.LRM.2.spm.1.1.C.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,17.0,lognormal,114.0,0.16,normal,122.7,16.6,lognormal,144.2,0.12
-M.LRM.2.spm.1.1.C.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,16.4,lognormal,107.4,0.16,normal,115.9,16.2,lognormal,137.4,0.12
-M.LRM.2.spm.1.1.C.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,18.0,lognormal,119.0,0.16,normal,128.2,17.2,lognormal,151.3,0.12
-M.LRM.2.spm.1.1.C.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.7,lognormal,124.5,0.16,lognormal,134.9,0.15,lognormal,158.5,0.12
-M.LRM.2.spm.1.1.C.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.8,22.2,lognormal,158.0,0.16,normal,172.5,22.9,normal,212.5,23.5
-M.LRM.2.spm.1.1.C.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.8,normal,139.3,18.3,lognormal,150.9,0.14,lognormal,183.7,0.16
-M.LRM.2.spm.1.1.C.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,19.5,lognormal,133.6,0.16,lognormal,146.4,0.15,normal,180.9,18.6
-M.LRM.2.spm.1.1.C.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,20.4,lognormal,147.1,0.16,normal,158.8,19.8,lognormal,194.8,0.15
-M.LRM.2.spm.1.1.C.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.7,21.6,lognormal,155.6,0.16,normal,167.1,20.5,normal,206.6,25.1
-M.LRM.2.spm.1.1.C.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,19.9,normal,146.6,16.9,lognormal,149.9,0.12,lognormal,162.9,0.12
-M.LRM.2.spm.1.1.C.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.4,normal,130.2,14.8,lognormal,132.6,0.11,lognormal,144.2,0.12
-M.LRM.2.spm.1.1.C.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,16.9,lognormal,123.8,0.13,lognormal,126.3,0.12,lognormal,137.8,0.12
-M.LRM.2.spm.1.1.C.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,17.9,normal,136.3,15.5,lognormal,139.3,0.12,lognormal,151.9,0.12
-M.LRM.2.spm.1.1.C.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,19.5,normal,143.3,16.7,normal,145.5,15.4,lognormal,158.8,0.12
-M.LRM.2.spm.1.1.C.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,23.2,normal,157.0,21.7,lognormal,172.7,0.15,normal,208.3,20.9
-M.LRM.2.spm.1.1.C.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.7,lognormal,140.3,0.15,normal,150.6,18.4,lognormal,185.9,0.17
-M.LRM.2.spm.1.1.C.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,19.4,lognormal,132.8,0.16,lognormal,146.4,0.16,normal,181.2,18.6
-M.LRM.2.spm.1.1.C.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,20.4,lognormal,147.4,0.16,normal,159.3,20.1,lognormal,194.3,0.15
-M.LRM.2.spm.1.1.C.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.18,lognormal,155.2,0.16,lognormal,168.7,0.14,normal,204.4,22.7
-M.LRM.2.spm.1.1.C.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,19.9,lognormal,147.0,0.13,lognormal,150.1,0.12,normal,161.7,17.1
-M.LRM.2.spm.1.1.C.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,17.1,normal,129.9,14.7,lognormal,132.1,0.11,lognormal,144.0,0.12
-M.LRM.2.spm.1.1.C.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,16.9,lognormal,123.7,0.13,lognormal,126.4,0.12,lognormal,137.8,0.12
-M.LRM.2.spm.1.1.C.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,18.1,lognormal,136.2,0.12,lognormal,138.8,0.11,lognormal,151.8,0.12
-M.LRM.2.spm.1.1.C.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,19.3,lognormal,143.3,0.13,lognormal,146.2,0.12,lognormal,159.3,0.12
-M.LRM.2.spm.1.1.C.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,23.2,normal,157.0,21.7,lognormal,172.7,0.15,normal,208.3,20.9
-M.LRM.2.spm.1.1.C.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.7,lognormal,140.3,0.15,normal,150.6,18.4,lognormal,185.9,0.17
-M.LRM.2.spm.1.1.C.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,19.4,lognormal,132.8,0.16,lognormal,146.4,0.16,normal,181.2,18.6
-M.LRM.2.spm.1.1.C.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,20.4,lognormal,147.4,0.16,normal,159.3,20.1,lognormal,194.3,0.15
-M.LRM.2.spm.1.1.C.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.18,lognormal,155.2,0.16,lognormal,168.7,0.14,normal,204.4,22.7
-M.LRM.2.spm.1.1.C.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,19.9,lognormal,147.0,0.13,lognormal,150.1,0.12,normal,161.7,17.1
-M.LRM.2.spm.1.1.C.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,17.1,normal,129.9,14.7,lognormal,132.1,0.11,lognormal,144.0,0.12
-M.LRM.2.spm.1.1.C.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,16.9,lognormal,123.7,0.13,lognormal,126.4,0.12,lognormal,137.8,0.12
-M.LRM.2.spm.1.1.C.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,18.1,lognormal,136.2,0.12,lognormal,138.8,0.11,lognormal,151.8,0.12
-M.LRM.2.spm.1.1.C.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,19.3,lognormal,143.3,0.13,lognormal,146.2,0.12,lognormal,159.3,0.12
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.0,20.0,lognormal,129.1,0.16,lognormal,140.8,0.16,normal,250.3,19.1
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,17.6,normal,115.2,16.9,lognormal,126.6,0.17,normal,229.9,20.1
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,16.6,lognormal,108.6,0.17,lognormal,119.7,0.18,normal,205.0,18.0
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,18.3,lognormal,121.3,0.17,lognormal,131.8,0.16,normal,249.2,22.1
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.5,lognormal,126.1,0.17,lognormal,138.7,0.17,lognormal,250.0,0.08
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.5,lognormal,128.7,0.17,lognormal,140.8,0.17,lognormal,250.0,0.08
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,17.0,lognormal,115.5,0.16,lognormal,127.6,0.18,normal,215.8,16.6
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.5,lognormal,109.0,0.17,lognormal,119.8,0.18,lognormal,199.5,0.11
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,18.1,lognormal,120.9,0.17,lognormal,132.0,0.17,lognormal,235.0,0.09
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,19.0,lognormal,126.2,0.17,lognormal,138.8,0.17,normal,250.0,20.0
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,19.5,normal,128.7,18.8,lognormal,140.8,0.16,normal,229.5,22.9
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,17.4,lognormal,115.8,0.17,lognormal,126.4,0.17,normal,202.4,18.7
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,16.6,lognormal,109.1,0.17,lognormal,120.1,0.18,lognormal,184.2,0.11
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,18.1,lognormal,120.6,0.17,lognormal,132.8,0.17,normal,217.9,22.7
-M.LRM.2.spm.1.1.D.ows.null.null.god.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.9,lognormal,126.2,0.17,lognormal,138.9,0.17,normal,234.2,27.9
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.8,0.18,normal,157.6,22.0,lognormal,175.9,0.17,normal,250.0,20.0
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,21.0,normal,141.1,19.7,lognormal,157.9,0.16,normal,229.9,20.2
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,20.2,lognormal,134.3,0.16,lognormal,148.4,0.16,lognormal,211.2,0.12
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.3,lognormal,149.1,0.17,lognormal,164.6,0.16,normal,248.3,24.5
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.4,0.18,lognormal,154.7,0.16,lognormal,172.4,0.16,lognormal,250.0,0.07
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,147.5,24.4,lognormal,158.9,0.16,lognormal,174.6,0.15,lognormal,250.0,0.08
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,20.3,lognormal,142.8,0.16,lognormal,159.2,0.17,lognormal,225.0,0.1
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,20.2,lognormal,134.5,0.17,lognormal,149.2,0.16,lognormal,202.3,0.11
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,21.5,lognormal,148.7,0.16,normal,162.9,22.5,normal,236.7,16.8
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.3,0.18,lognormal,155.6,0.17,lognormal,171.3,0.16,normal,250.3,19.1
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,22.9,lognormal,158.3,0.16,lognormal,175.2,0.15,normal,234.4,25.5
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,21.1,lognormal,141.7,0.16,lognormal,157.9,0.16,normal,202.5,20.3
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.2,lognormal,134.2,0.16,lognormal,148.6,0.16,lognormal,184.6,0.11
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.6,0.18,lognormal,149.9,0.17,lognormal,163.9,0.15,normal,215.1,20.7
-M.LRM.2.spm.1.1.D.ows.null.null.god.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,23.0,lognormal,154.7,0.16,lognormal,171.0,0.15,lognormal,232.4,0.14
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.7,0.19,lognormal,128.9,0.17,lognormal,141.5,0.17,normal,249.0,22.5
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,17.0,lognormal,115.7,0.17,lognormal,127.2,0.18,normal,211.8,16.7
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,16.6,lognormal,108.8,0.17,lognormal,119.6,0.18,normal,195.1,19.3
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,17.8,lognormal,121.2,0.17,lognormal,133.3,0.17,lognormal,230.5,0.1
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.4,lognormal,125.6,0.16,lognormal,138.2,0.17,normal,248.3,24.4
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,19.0,lognormal,127.8,0.16,lognormal,141.2,0.17,lognormal,204.2,0.13
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,17.4,lognormal,114.9,0.16,lognormal,126.4,0.17,lognormal,184.6,0.13
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,16.6,lognormal,107.9,0.17,lognormal,119.2,0.17,lognormal,170.6,0.12
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,18.4,normal,119.7,17.8,normal,131.1,19.1,lognormal,190.6,0.12
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.8,lognormal,125.1,0.16,lognormal,137.6,0.16,lognormal,199.5,0.12
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.18,lognormal,128.2,0.16,lognormal,141.2,0.17,lognormal,202.4,0.12
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,17.1,lognormal,114.4,0.16,lognormal,126.5,0.17,lognormal,181.2,0.12
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,16.3,lognormal,107.8,0.16,lognormal,119.2,0.18,normal,167.9,16.5
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,18.1,lognormal,120.4,0.17,lognormal,131.7,0.16,normal,188.3,20.1
-M.LRM.2.spm.1.1.D.ows.null.null.por.std.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.8,lognormal,125.6,0.17,lognormal,138.3,0.17,lognormal,198.6,0.13
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.mlt.4.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.8,0.18,normal,157.6,22.0,lognormal,175.9,0.17,normal,250.0,20.0
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.mlt.4.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,21.0,normal,141.1,19.7,lognormal,157.9,0.16,normal,229.9,20.2
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.mlt.4.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,20.2,lognormal,134.3,0.16,lognormal,148.4,0.16,lognormal,211.2,0.12
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.mlt.4.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.3,lognormal,149.1,0.17,lognormal,164.6,0.16,normal,248.3,24.5
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.mlt.4.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.4,0.18,lognormal,154.7,0.16,lognormal,172.4,0.16,lognormal,250.0,0.07
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.mlt.6.100,0,Peak Gust Wind Speed,mph,0,0,normal,147.5,24.4,lognormal,158.9,0.16,lognormal,174.6,0.15,lognormal,250.0,0.08
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.mlt.6.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,20.3,lognormal,142.8,0.16,lognormal,159.2,0.17,lognormal,225.0,0.1
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.mlt.6.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,20.2,lognormal,134.5,0.17,lognormal,149.2,0.16,lognormal,202.3,0.11
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.mlt.6.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,21.5,lognormal,148.7,0.16,normal,162.9,22.5,normal,236.7,16.8
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.mlt.6.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.3,0.18,lognormal,155.6,0.17,lognormal,171.3,0.16,normal,250.3,19.1
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.sgl.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,22.9,lognormal,158.3,0.16,lognormal,175.2,0.15,normal,234.4,25.5
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.sgl.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,21.1,lognormal,141.7,0.16,lognormal,157.9,0.16,normal,202.5,20.3
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.sgl.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.2,lognormal,134.2,0.16,lognormal,148.6,0.16,lognormal,184.6,0.11
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.sgl.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.6,0.18,lognormal,149.9,0.17,lognormal,163.9,0.15,normal,215.1,20.7
-M.LRM.2.spm.1.1.D.ows.null.null.por.sup.sgl.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,23.0,lognormal,154.7,0.16,lognormal,171.0,0.15,lognormal,232.4,0.14
-M.LRM.2.spm.1.1.D.trs.6d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.18,lognormal,128.2,0.17,lognormal,140.4,0.16,lognormal,206.9,0.1
-M.LRM.2.spm.1.1.D.trs.6d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,16.9,lognormal,114.7,0.16,lognormal,126.1,0.17,normal,186.5,16.7
-M.LRM.2.spm.1.1.D.trs.6d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,16.1,lognormal,107.7,0.16,lognormal,118.6,0.17,normal,174.1,15.7
-M.LRM.2.spm.1.1.D.trs.6d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,18.1,lognormal,120.2,0.17,lognormal,130.7,0.16,normal,197.2,19.0
-M.LRM.2.spm.1.1.D.trs.6d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.8,lognormal,125.1,0.16,lognormal,137.6,0.17,normal,205.8,21.1
-M.LRM.2.spm.1.1.D.trs.6d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.3,lognormal,127.7,0.16,lognormal,137.8,0.15,lognormal,162.8,0.12
-M.LRM.2.spm.1.1.D.trs.6d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,17.0,lognormal,114.0,0.16,lognormal,123.8,0.16,lognormal,147.5,0.13
-M.LRM.2.spm.1.1.D.trs.6d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,16.5,lognormal,107.8,0.16,normal,116.3,16.1,lognormal,138.6,0.13
-M.LRM.2.spm.1.1.D.trs.6d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,17.6,lognormal,119.5,0.16,lognormal,128.9,0.15,lognormal,154.4,0.13
-M.LRM.2.spm.1.1.D.trs.6d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.6,normal,124.1,17.7,normal,133.9,17.8,lognormal,159.7,0.12
-M.LRM.2.spm.1.1.D.trs.6s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.0,0.19,lognormal,158.9,0.16,lognormal,175.1,0.15,normal,219.9,16.9
-M.LRM.2.spm.1.1.D.trs.6s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,20.5,lognormal,142.5,0.17,normal,156.5,21.7,normal,198.5,17.4
-M.LRM.2.spm.1.1.D.trs.6s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,20.4,lognormal,134.1,0.16,lognormal,148.5,0.16,lognormal,183.9,0.09
-M.LRM.2.spm.1.1.D.trs.6s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,22.2,lognormal,148.8,0.16,lognormal,165.3,0.16,normal,208.5,16.8
-M.LRM.2.spm.1.1.D.trs.6s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.0,0.18,lognormal,154.6,0.16,lognormal,170.9,0.16,normal,219.4,19.3
-M.LRM.2.spm.1.1.D.trs.6s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,19.2,lognormal,147.4,0.13,lognormal,150.5,0.12,lognormal,165.0,0.13
-M.LRM.2.spm.1.1.D.trs.6s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,17.9,lognormal,131.8,0.13,lognormal,134.8,0.12,lognormal,148.0,0.13
-M.LRM.2.spm.1.1.D.trs.6s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,17.6,lognormal,124.4,0.13,normal,126.7,14.5,lognormal,139.4,0.13
-M.LRM.2.spm.1.1.D.trs.6s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,18.8,lognormal,138.0,0.13,lognormal,140.8,0.12,lognormal,152.7,0.12
-M.LRM.2.spm.1.1.D.trs.6s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,19.6,lognormal,143.4,0.13,lognormal,145.9,0.12,lognormal,160.5,0.13
-M.LRM.2.spm.1.1.D.trs.8d.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.3,23.0,lognormal,158.7,0.16,normal,175.0,24.4,normal,224.4,20.9
-M.LRM.2.spm.1.1.D.trs.8d.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,20.8,lognormal,142.6,0.16,lognormal,157.7,0.16,lognormal,198.5,0.09
-M.LRM.2.spm.1.1.D.trs.8d.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,19.6,lognormal,134.2,0.17,lognormal,148.1,0.16,lognormal,182.5,0.09
-M.LRM.2.spm.1.1.D.trs.8d.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.18,lognormal,149.7,0.17,lognormal,165.1,0.16,lognormal,208.2,0.09
-M.LRM.2.spm.1.1.D.trs.8d.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.8,lognormal,155.1,0.16,lognormal,170.6,0.16,lognormal,215.5,0.09
-M.LRM.2.spm.1.1.D.trs.8d.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,19.2,lognormal,147.4,0.13,lognormal,150.4,0.12,lognormal,165.3,0.13
-M.LRM.2.spm.1.1.D.trs.8d.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,17.7,lognormal,132.4,0.13,lognormal,135.1,0.12,lognormal,148.1,0.13
-M.LRM.2.spm.1.1.D.trs.8d.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,17.5,lognormal,124.3,0.13,normal,126.6,14.5,lognormal,138.7,0.13
-M.LRM.2.spm.1.1.D.trs.8d.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,18.9,lognormal,138.2,0.13,lognormal,141.0,0.12,lognormal,152.8,0.12
-M.LRM.2.spm.1.1.D.trs.8d.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,19.6,lognormal,143.4,0.13,lognormal,145.9,0.12,lognormal,160.6,0.13
-M.LRM.2.spm.1.1.D.trs.8s.strap.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,146.3,23.0,lognormal,158.7,0.16,normal,175.0,24.4,normal,224.4,20.9
-M.LRM.2.spm.1.1.D.trs.8s.strap.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,20.8,lognormal,142.6,0.16,lognormal,157.7,0.16,lognormal,198.5,0.09
-M.LRM.2.spm.1.1.D.trs.8s.strap.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,19.6,lognormal,134.2,0.17,lognormal,148.1,0.16,lognormal,182.5,0.09
-M.LRM.2.spm.1.1.D.trs.8s.strap.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.18,lognormal,149.7,0.17,lognormal,165.1,0.16,lognormal,208.2,0.09
-M.LRM.2.spm.1.1.D.trs.8s.strap.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,22.8,lognormal,155.1,0.16,lognormal,170.6,0.16,lognormal,215.5,0.09
-M.LRM.2.spm.1.1.D.trs.8s.tnail.null.null.null.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,19.2,lognormal,147.4,0.13,lognormal,150.4,0.12,lognormal,165.3,0.13
-M.LRM.2.spm.1.1.D.trs.8s.tnail.null.null.null.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,17.7,lognormal,132.4,0.13,lognormal,135.1,0.12,lognormal,148.1,0.13
-M.LRM.2.spm.1.1.D.trs.8s.tnail.null.null.null.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,17.5,lognormal,124.3,0.13,normal,126.6,14.5,lognormal,138.7,0.13
-M.LRM.2.spm.1.1.D.trs.8s.tnail.null.null.null.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,18.9,lognormal,138.2,0.13,lognormal,141.0,0.12,lognormal,152.8,0.12
-M.LRM.2.spm.1.1.D.trs.8s.tnail.null.null.null.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,19.6,lognormal,143.4,0.13,lognormal,145.9,0.12,lognormal,160.6,0.13
-M.MUH.1.flt.null.bur.god.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,20.9,normal,153.7,17.9,normal,179.6,17.8,normal,221.0,18.8
-M.MUH.1.flt.null.bur.god.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,17.4,normal,129.9,15.1,lognormal,149.7,0.11,lognormal,184.6,0.11
-M.MUH.1.flt.null.bur.god.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,18.6,lognormal,127.2,0.15,lognormal,143.9,0.11,lognormal,168.5,0.1
-M.MUH.1.flt.null.bur.god.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,18.3,lognormal,139.6,0.13,normal,160.5,15.4,normal,198.5,17.2
-M.MUH.1.flt.null.bur.god.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,19.8,lognormal,149.1,0.13,lognormal,173.2,0.11,lognormal,208.9,0.08
-M.MUH.1.flt.null.bur.god.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,20.9,normal,153.7,17.9,normal,179.6,17.8,normal,221.0,18.8
-M.MUH.1.flt.null.bur.god.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,17.5,normal,129.4,15.0,lognormal,150.1,0.11,lognormal,183.9,0.11
-M.MUH.1.flt.null.bur.god.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.5,lognormal,127.1,0.15,lognormal,144.1,0.11,lognormal,168.4,0.1
-M.MUH.1.flt.null.bur.god.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,18.3,lognormal,139.6,0.13,normal,160.5,15.4,normal,198.5,17.2
-M.MUH.1.flt.null.bur.god.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,19.8,lognormal,149.1,0.13,lognormal,173.2,0.11,lognormal,208.9,0.08
-M.MUH.1.flt.null.bur.god.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,24.2,lognormal,159.8,0.15,normal,186.4,19.5,normal,247.6,26.2
-M.MUH.1.flt.null.bur.god.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,20.4,normal,138.5,18.1,normal,160.5,16.5,normal,200.0,19.8
-M.MUH.1.flt.null.bur.god.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,20.0,lognormal,129.5,0.16,lognormal,152.0,0.12,normal,201.4,20.6
-M.MUH.1.flt.null.bur.god.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,22.1,lognormal,147.9,0.15,normal,171.5,17.1,normal,209.9,17.7
-M.MUH.1.flt.null.bur.god.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.4,lognormal,156.6,0.15,lognormal,182.6,0.12,normal,227.3,18.9
-M.MUH.1.flt.null.bur.god.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,24.2,lognormal,159.8,0.15,normal,186.4,19.5,normal,247.6,26.2
-M.MUH.1.flt.null.bur.god.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,20.3,normal,138.8,18.5,normal,160.4,16.3,normal,200.2,19.1
-M.MUH.1.flt.null.bur.god.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,19.7,lognormal,129.0,0.16,lognormal,152.8,0.13,lognormal,201.0,0.11
-M.MUH.1.flt.null.bur.god.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,22.1,lognormal,148.0,0.15,normal,171.5,17.2,normal,209.9,17.6
-M.MUH.1.flt.null.bur.god.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.4,lognormal,156.6,0.15,lognormal,182.6,0.12,normal,227.3,18.9
-M.MUH.1.flt.null.bur.god.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,20.5,normal,153.6,19.0,normal,178.6,17.3,lognormal,203.8,0.1
-M.MUH.1.flt.null.bur.god.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,17.3,normal,129.7,15.4,lognormal,149.7,0.11,lognormal,168.0,0.11
-M.MUH.1.flt.null.bur.god.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,19.2,normal,126.7,16.4,lognormal,144.7,0.11,lognormal,158.4,0.1
-M.MUH.1.flt.null.bur.god.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,18.7,lognormal,139.5,0.13,normal,160.0,15.4,normal,180.5,16.3
-M.MUH.1.flt.null.bur.god.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,19.1,normal,149.2,18.0,normal,172.9,16.6,normal,195.0,19.0
-M.MUH.1.flt.null.bur.god.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,20.5,normal,153.6,19.0,normal,178.6,17.3,lognormal,203.8,0.1
-M.MUH.1.flt.null.bur.god.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,17.6,lognormal,130.2,0.13,lognormal,149.4,0.11,lognormal,166.1,0.1
-M.MUH.1.flt.null.bur.god.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.4,normal,126.4,16.6,lognormal,143.8,0.11,lognormal,158.1,0.1
-M.MUH.1.flt.null.bur.god.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,18.6,lognormal,139.3,0.13,normal,160.6,15.4,normal,180.1,16.4
-M.MUH.1.flt.null.bur.god.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,19.1,normal,149.2,18.0,normal,172.9,16.6,normal,195.0,19.0
-M.MUH.1.flt.null.bur.god.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,23.7,lognormal,159.6,0.15,lognormal,188.0,0.12,normal,216.5,19.9
-M.MUH.1.flt.null.bur.god.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,20.7,lognormal,139.7,0.15,normal,160.1,16.2,lognormal,183.9,0.12
-M.MUH.1.flt.null.bur.god.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,20.3,lognormal,129.4,0.16,lognormal,153.2,0.13,lognormal,179.7,0.12
-M.MUH.1.flt.null.bur.god.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,21.4,lognormal,147.4,0.15,lognormal,172.7,0.12,normal,198.1,21.1
-M.MUH.1.flt.null.bur.god.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,25.2,normal,156.1,20.5,lognormal,183.0,0.12,lognormal,207.7,0.1
-M.MUH.1.flt.null.bur.god.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,23.7,lognormal,159.6,0.15,lognormal,188.0,0.12,normal,216.5,19.9
-M.MUH.1.flt.null.bur.god.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,20.9,normal,139.2,18.6,normal,160.1,15.8,lognormal,183.2,0.11
-M.MUH.1.flt.null.bur.god.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,20.0,lognormal,129.1,0.16,lognormal,153.1,0.13,lognormal,180.4,0.12
-M.MUH.1.flt.null.bur.god.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,21.5,normal,146.8,19.1,lognormal,172.5,0.12,lognormal,197.3,0.11
-M.MUH.1.flt.null.bur.god.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,25.1,normal,156.4,20.8,lognormal,183.1,0.12,normal,207.3,18.3
-M.MUH.1.flt.null.bur.god.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.2,22.3,lognormal,170.7,0.13,normal,198.2,21.9,normal,248.7,23.4
-M.MUH.1.flt.null.bur.god.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.9,lognormal,138.8,0.14,normal,160.4,18.5,lognormal,201.5,0.1
-M.MUH.1.flt.null.bur.god.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,19.4,lognormal,144.4,0.12,normal,160.4,13.2,normal,184.8,15.5
-M.MUH.1.flt.null.bur.god.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.1,lognormal,150.9,0.14,normal,176.2,21.8,lognormal,220.4,0.1
-M.MUH.1.flt.null.bur.god.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.8,0.17,lognormal,163.2,0.14,lognormal,190.1,0.13,lognormal,230.2,0.09
-M.MUH.1.flt.null.bur.god.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.2,22.3,lognormal,170.7,0.13,normal,198.2,21.9,normal,248.7,23.4
-M.MUH.1.flt.null.bur.god.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.7,lognormal,138.1,0.14,normal,160.2,18.1,normal,201.9,17.8
-M.MUH.1.flt.null.bur.god.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,19.9,lognormal,144.8,0.12,lognormal,160.9,0.09,lognormal,184.1,0.09
-M.MUH.1.flt.null.bur.god.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.1,lognormal,150.9,0.14,normal,176.2,21.8,lognormal,220.4,0.1
-M.MUH.1.flt.null.bur.god.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.8,0.17,lognormal,163.2,0.14,lognormal,190.1,0.13,lognormal,230.2,0.09
-M.MUH.1.flt.null.bur.god.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,normal,193.6,22.8,lognormal,232.6,0.12,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.god.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.6,21.9,lognormal,164.7,0.13,normal,199.8,21.7,normal,228.2,18.2
-M.MUH.1.flt.null.bur.god.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,24.0,normal,162.0,22.6,normal,196.1,22.9,normal,219.9,17.6
-M.MUH.1.flt.null.bur.god.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.7,23.0,lognormal,176.3,0.14,normal,210.1,19.1,normal,250.0,20.0
-M.MUH.1.flt.null.bur.god.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.4,lognormal,189.3,0.14,normal,228.0,25.4,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.god.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,normal,193.6,22.8,lognormal,232.6,0.12,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.god.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.8,21.5,lognormal,164.4,0.14,lognormal,200.6,0.12,normal,226.6,17.2
-M.MUH.1.flt.null.bur.god.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.8,23.7,normal,162.0,22.8,normal,195.8,22.2,normal,221.1,18.6
-M.MUH.1.flt.null.bur.god.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,23.2,normal,175.8,21.6,normal,209.9,19.1,normal,250.0,20.0
-M.MUH.1.flt.null.bur.god.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.4,lognormal,189.3,0.14,normal,228.0,25.4,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.god.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,22.3,lognormal,171.6,0.14,lognormal,192.5,0.1,lognormal,202.1,0.1
-M.MUH.1.flt.null.bur.god.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.9,lognormal,139.6,0.15,normal,157.6,17.2,lognormal,166.0,0.1
-M.MUH.1.flt.null.bur.god.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,20.2,normal,144.3,16.4,lognormal,155.8,0.09,lognormal,158.1,0.1
-M.MUH.1.flt.null.bur.god.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.3,lognormal,150.9,0.14,lognormal,172.8,0.13,lognormal,179.7,0.1
-M.MUH.1.flt.null.bur.god.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.0,20.9,lognormal,162.3,0.14,lognormal,184.7,0.11,lognormal,194.2,0.1
-M.MUH.1.flt.null.bur.god.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,22.3,lognormal,171.6,0.14,lognormal,192.5,0.1,lognormal,202.1,0.1
-M.MUH.1.flt.null.bur.god.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,18.1,lognormal,138.6,0.14,lognormal,158.2,0.12,lognormal,167.9,0.11
-M.MUH.1.flt.null.bur.god.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,20.0,lognormal,144.4,0.12,normal,155.7,14.0,normal,158.7,15.5
-M.MUH.1.flt.null.bur.god.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.2,lognormal,151.3,0.14,lognormal,172.8,0.13,lognormal,180.6,0.1
-M.MUH.1.flt.null.bur.god.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.5,0.16,normal,160.4,17.9,normal,184.2,18.4,lognormal,194.3,0.1
-M.MUH.1.flt.null.bur.god.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,lognormal,193.8,0.14,normal,214.3,19.9,normal,215.4,20.0
-M.MUH.1.flt.null.bur.god.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.5,22.2,lognormal,163.9,0.14,lognormal,183.3,0.11,lognormal,184.0,0.11
-M.MUH.1.flt.null.bur.god.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,23.7,normal,161.2,22.0,lognormal,179.0,0.12,lognormal,180.0,0.12
-M.MUH.1.flt.null.bur.god.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.1,23.0,lognormal,176.6,0.14,normal,194.4,18.9,normal,195.3,18.8
-M.MUH.1.flt.null.bur.god.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.7,23.5,lognormal,188.1,0.14,normal,207.2,19.7,normal,208.5,19.7
-M.MUH.1.flt.null.bur.god.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,lognormal,193.8,0.14,normal,214.3,19.9,normal,215.4,20.0
-M.MUH.1.flt.null.bur.god.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,20.8,lognormal,163.7,0.13,lognormal,182.7,0.11,lognormal,183.9,0.11
-M.MUH.1.flt.null.bur.god.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,23.3,normal,160.3,21.6,lognormal,179.2,0.13,lognormal,180.3,0.12
-M.MUH.1.flt.null.bur.god.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.4,22.1,lognormal,176.3,0.14,normal,195.3,18.1,normal,195.9,17.6
-M.MUH.1.flt.null.bur.god.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.7,23.5,lognormal,188.1,0.14,normal,207.2,19.7,normal,208.5,19.7
-M.MUH.1.flt.null.bur.god.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,21.2,normal,157.7,19.7,lognormal,191.0,0.13,normal,249.5,21.3
-M.MUH.1.flt.null.bur.god.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,17.6,normal,131.7,15.7,lognormal,157.7,0.13,normal,200.7,17.5
-M.MUH.1.flt.null.bur.god.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,19.2,normal,131.2,18.3,normal,155.7,16.4,normal,184.3,14.6
-M.MUH.1.flt.null.bur.god.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,17.9,lognormal,142.7,0.14,lognormal,171.6,0.14,normal,211.4,14.4
-M.MUH.1.flt.null.bur.god.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,19.8,normal,152.6,19.4,normal,181.0,19.1,lognormal,250.0,0.12
-M.MUH.1.flt.null.bur.god.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,21.2,normal,157.7,19.7,lognormal,191.0,0.13,normal,249.5,21.3
-M.MUH.1.flt.null.bur.god.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,17.8,normal,132.5,16.6,lognormal,157.7,0.13,lognormal,199.2,0.09
-M.MUH.1.flt.null.bur.god.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.5,normal,131.1,18.2,normal,156.4,16.6,normal,184.3,14.9
-M.MUH.1.flt.null.bur.god.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,18.2,lognormal,142.4,0.14,lognormal,171.0,0.13,normal,213.3,15.1
-M.MUH.1.flt.null.bur.god.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,19.8,normal,152.6,19.4,normal,181.0,19.1,lognormal,250.0,0.12
-M.MUH.1.flt.null.bur.god.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.5,24.7,lognormal,165.5,0.16,normal,204.6,26.6,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.god.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,21.1,lognormal,144.7,0.16,lognormal,179.4,0.15,normal,226.9,18.2
-M.MUH.1.flt.null.bur.god.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,21.0,lognormal,134.7,0.17,lognormal,167.9,0.16,normal,215.4,16.2
-M.MUH.1.flt.null.bur.god.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.7,lognormal,154.0,0.16,normal,189.8,25.5,normal,249.4,21.7
-M.MUH.1.flt.null.bur.god.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,24.2,normal,161.2,23.0,normal,198.3,26.2,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.god.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.5,24.7,lognormal,165.5,0.16,normal,204.6,26.6,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.god.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,20.8,lognormal,144.2,0.16,normal,178.4,23.8,normal,226.6,17.4
-M.MUH.1.flt.null.bur.god.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,20.6,lognormal,134.6,0.17,lognormal,169.1,0.17,normal,214.6,14.5
-M.MUH.1.flt.null.bur.god.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,22.2,lognormal,154.1,0.17,lognormal,191.5,0.15,normal,250.0,20.0
-M.MUH.1.flt.null.bur.god.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,24.2,normal,161.2,23.0,normal,198.3,26.2,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.god.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,20.9,normal,157.8,19.7,normal,188.9,20.1,lognormal,202.8,0.1
-M.MUH.1.flt.null.bur.god.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,17.5,lognormal,131.6,0.13,lognormal,156.1,0.12,lognormal,167.6,0.11
-M.MUH.1.flt.null.bur.god.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,19.3,normal,130.9,18.1,normal,151.8,14.6,lognormal,157.8,0.1
-M.MUH.1.flt.null.bur.god.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.8,normal,141.4,17.3,lognormal,169.1,0.12,lognormal,180.2,0.1
-M.MUH.1.flt.null.bur.god.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,20.2,normal,151.2,18.1,normal,181.6,19.2,lognormal,195.1,0.1
-M.MUH.1.flt.null.bur.god.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,21.1,normal,157.5,19.8,lognormal,188.3,0.11,normal,201.7,17.8
-M.MUH.1.flt.null.bur.god.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,18.0,normal,131.9,16.1,lognormal,156.0,0.12,lognormal,167.3,0.11
-M.MUH.1.flt.null.bur.god.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,19.1,normal,131.4,18.5,lognormal,153.1,0.11,lognormal,158.3,0.1
-M.MUH.1.flt.null.bur.god.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.8,normal,141.4,17.3,lognormal,169.1,0.12,lognormal,180.2,0.1
-M.MUH.1.flt.null.bur.god.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,20.2,normal,151.2,18.1,normal,181.6,19.2,lognormal,195.1,0.1
-M.MUH.1.flt.null.bur.god.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.1,25.4,lognormal,165.9,0.17,normal,201.9,25.5,normal,213.4,18.0
-M.MUH.1.flt.null.bur.god.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,20.4,lognormal,144.5,0.16,lognormal,173.2,0.13,lognormal,184.4,0.11
-M.MUH.1.flt.null.bur.god.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,20.9,lognormal,134.5,0.17,lognormal,165.1,0.15,lognormal,180.1,0.13
-M.MUH.1.flt.null.bur.god.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,22.9,lognormal,153.6,0.16,lognormal,186.8,0.14,lognormal,197.0,0.11
-M.MUH.1.flt.null.bur.god.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,25.2,normal,161.8,23.5,normal,198.2,26.2,normal,208.8,19.4
-M.MUH.1.flt.null.bur.god.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.1,25.4,lognormal,165.9,0.17,normal,201.9,25.5,normal,213.4,18.0
-M.MUH.1.flt.null.bur.god.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,21.2,normal,144.4,20.6,lognormal,174.3,0.13,lognormal,184.5,0.12
-M.MUH.1.flt.null.bur.god.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,21.2,lognormal,134.7,0.17,lognormal,165.2,0.15,normal,178.6,19.1
-M.MUH.1.flt.null.bur.god.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.2,22.3,normal,153.7,23.1,normal,185.5,22.4,normal,194.5,17.3
-M.MUH.1.flt.null.bur.god.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,24.1,normal,160.9,22.5,normal,196.1,24.1,normal,207.7,18.1
-M.MUH.1.flt.null.bur.god.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.3,lognormal,171.7,0.13,normal,197.4,21.0,normal,248.5,23.9
-M.MUH.1.flt.null.bur.god.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,17.9,lognormal,138.8,0.14,normal,160.7,19.5,normal,201.3,17.9
-M.MUH.1.flt.null.bur.god.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,19.6,normal,144.0,16.5,normal,160.3,13.5,normal,184.9,14.8
-M.MUH.1.flt.null.bur.god.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.2,0.16,lognormal,151.1,0.14,lognormal,176.9,0.14,normal,215.0,18.3
-M.MUH.1.flt.null.bur.god.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.9,0.16,lognormal,163.2,0.14,lognormal,189.8,0.12,lognormal,250.0,0.13
-M.MUH.1.flt.null.bur.god.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.3,lognormal,171.7,0.13,normal,197.4,21.0,normal,248.5,23.9
-M.MUH.1.flt.null.bur.god.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.8,lognormal,139.3,0.14,normal,159.6,18.1,normal,200.5,17.8
-M.MUH.1.flt.null.bur.god.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,19.7,lognormal,143.6,0.12,lognormal,160.6,0.09,normal,184.0,14.3
-M.MUH.1.flt.null.bur.god.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.2,0.16,lognormal,151.0,0.14,lognormal,176.9,0.14,normal,214.8,18.1
-M.MUH.1.flt.null.bur.god.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.9,0.16,lognormal,163.2,0.14,lognormal,189.8,0.12,lognormal,250.0,0.13
-M.MUH.1.flt.null.bur.god.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.5,26.0,normal,194.8,25.2,normal,245.8,31.1,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.god.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.1,lognormal,164.7,0.13,normal,201.1,22.6,normal,225.7,16.4
-M.MUH.1.flt.null.bur.god.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,24.2,normal,162.6,23.2,normal,195.7,21.2,normal,218.4,16.4
-M.MUH.1.flt.null.bur.god.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.5,normal,175.8,21.1,normal,213.1,20.8,normal,249.9,20.3
-M.MUH.1.flt.null.bur.god.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.6,24.6,lognormal,190.2,0.15,lognormal,224.5,0.11,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.god.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.5,26.0,normal,194.8,25.2,normal,245.8,31.1,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.god.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,21.9,lognormal,164.4,0.13,normal,199.4,22.6,lognormal,250.0,0.13
-M.MUH.1.flt.null.bur.god.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.7,24.3,normal,161.7,22.4,normal,195.9,21.7,normal,219.7,16.7
-M.MUH.1.flt.null.bur.god.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.5,normal,175.8,21.1,normal,213.1,20.8,normal,249.9,20.3
-M.MUH.1.flt.null.bur.god.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.6,24.6,lognormal,190.2,0.15,lognormal,224.5,0.11,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.god.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.1,0.16,lognormal,170.9,0.13,normal,193.9,19.5,lognormal,202.0,0.09
-M.MUH.1.flt.null.bur.god.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,18.0,lognormal,138.9,0.14,normal,158.0,17.0,lognormal,167.1,0.11
-M.MUH.1.flt.null.bur.god.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,19.9,lognormal,143.7,0.12,normal,155.4,13.8,lognormal,158.2,0.1
-M.MUH.1.flt.null.bur.god.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.6,0.16,lognormal,151.9,0.15,normal,172.8,19.7,lognormal,180.8,0.1
-M.MUH.1.flt.null.bur.god.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.7,0.17,lognormal,163.4,0.13,normal,184.7,18.7,lognormal,195.7,0.1
-M.MUH.1.flt.null.bur.god.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.1,0.16,lognormal,170.9,0.13,normal,193.9,19.5,lognormal,202.0,0.09
-M.MUH.1.flt.null.bur.god.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,18.2,lognormal,138.7,0.14,normal,158.3,18.0,lognormal,168.2,0.11
-M.MUH.1.flt.null.bur.god.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,19.9,lognormal,144.5,0.12,normal,155.7,13.7,lognormal,158.5,0.1
-M.MUH.1.flt.null.bur.god.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,19.4,lognormal,151.4,0.14,lognormal,173.4,0.13,normal,180.3,16.4
-M.MUH.1.flt.null.bur.god.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.7,0.17,lognormal,163.4,0.13,normal,184.7,18.7,lognormal,195.7,0.1
-M.MUH.1.flt.null.bur.god.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.2,26.0,normal,194.7,25.5,normal,216.0,21.1,normal,216.5,20.1
-M.MUH.1.flt.null.bur.god.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,22.2,normal,164.7,20.4,lognormal,183.1,0.11,lognormal,184.8,0.12
-M.MUH.1.flt.null.bur.god.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,23.6,normal,161.4,22.6,lognormal,179.0,0.12,lognormal,179.8,0.12
-M.MUH.1.flt.null.bur.god.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,23.0,normal,175.6,21.5,lognormal,195.4,0.11,lognormal,196.1,0.1
-M.MUH.1.flt.null.bur.god.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.8,24.2,lognormal,189.4,0.14,lognormal,206.5,0.1,normal,207.0,18.2
-M.MUH.1.flt.null.bur.god.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.2,26.0,normal,194.7,25.5,normal,216.0,21.1,normal,216.5,20.1
-M.MUH.1.flt.null.bur.god.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,21.0,lognormal,165.0,0.14,lognormal,182.7,0.11,lognormal,184.7,0.11
-M.MUH.1.flt.null.bur.god.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.4,lognormal,161.7,0.16,lognormal,177.9,0.12,normal,178.9,18.9
-M.MUH.1.flt.null.bur.god.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.3,23.7,lognormal,176.2,0.13,lognormal,194.9,0.11,lognormal,195.8,0.1
-M.MUH.1.flt.null.bur.god.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.8,24.2,lognormal,189.4,0.14,lognormal,206.5,0.1,normal,207.0,18.2
-M.MUH.1.flt.null.bur.por.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,21.3,lognormal,139.0,0.17,normal,169.4,21.0,normal,218.8,18.0
-M.MUH.1.flt.null.bur.por.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,17.3,lognormal,120.2,0.16,normal,143.9,16.4,lognormal,183.5,0.11
-M.MUH.1.flt.null.bur.por.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,17.2,lognormal,112.8,0.17,normal,137.2,17.3,lognormal,167.7,0.1
-M.MUH.1.flt.null.bur.por.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,18.5,lognormal,127.8,0.16,lognormal,154.1,0.13,lognormal,198.2,0.1
-M.MUH.1.flt.null.bur.por.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,19.5,normal,134.6,19.6,lognormal,164.5,0.14,normal,212.1,16.7
-M.MUH.1.flt.null.bur.por.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,21.3,lognormal,139.0,0.17,normal,169.4,21.0,normal,218.8,18.0
-M.MUH.1.flt.null.bur.por.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,16.9,lognormal,119.9,0.16,normal,143.3,16.3,lognormal,183.3,0.1
-M.MUH.1.flt.null.bur.por.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,17.0,lognormal,112.8,0.18,lognormal,137.2,0.14,lognormal,167.5,0.1
-M.MUH.1.flt.null.bur.por.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,18.1,normal,126.6,17.8,lognormal,154.3,0.13,lognormal,198.7,0.1
-M.MUH.1.flt.null.bur.por.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,19.5,normal,134.6,19.6,lognormal,164.5,0.14,normal,212.1,16.7
-M.MUH.1.flt.null.bur.por.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.9,lognormal,139.5,0.17,lognormal,172.5,0.15,lognormal,250.0,0.13
-M.MUH.1.flt.null.bur.por.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,19.1,lognormal,122.5,0.17,lognormal,150.3,0.14,lognormal,199.9,0.11
-M.MUH.1.flt.null.bur.por.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.4,lognormal,112.6,0.17,lognormal,139.5,0.15,normal,200.3,19.6
-M.MUH.1.flt.null.bur.por.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,20.4,normal,128.9,19.4,lognormal,159.7,0.15,normal,211.3,17.9
-M.MUH.1.flt.null.bur.por.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,21.8,lognormal,136.4,0.17,lognormal,168.8,0.15,normal,225.9,19.8
-M.MUH.1.flt.null.bur.por.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.9,lognormal,139.5,0.17,lognormal,172.5,0.15,lognormal,250.0,0.13
-M.MUH.1.flt.null.bur.por.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,18.9,lognormal,122.5,0.17,lognormal,149.8,0.15,lognormal,199.6,0.11
-M.MUH.1.flt.null.bur.por.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.5,lognormal,112.8,0.17,lognormal,139.3,0.15,lognormal,203.1,0.12
-M.MUH.1.flt.null.bur.por.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,20.4,normal,128.9,19.4,lognormal,159.7,0.15,normal,211.3,17.9
-M.MUH.1.flt.null.bur.por.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,21.8,lognormal,136.4,0.17,lognormal,168.8,0.15,normal,225.9,19.8
-M.MUH.1.flt.null.bur.por.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,21.0,normal,138.0,20.4,lognormal,171.1,0.15,lognormal,203.7,0.1
-M.MUH.1.flt.null.bur.por.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,17.2,lognormal,119.3,0.16,normal,143.8,16.8,lognormal,167.0,0.11
-M.MUH.1.flt.null.bur.por.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,17.3,lognormal,112.1,0.17,normal,136.8,17.4,lognormal,158.0,0.1
-M.MUH.1.flt.null.bur.por.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,18.1,normal,127.3,18.5,lognormal,153.7,0.13,normal,179.5,15.6
-M.MUH.1.flt.null.bur.por.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.8,lognormal,134.6,0.16,normal,163.6,20.1,normal,194.4,17.3
-M.MUH.1.flt.null.bur.por.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,21.0,normal,138.0,20.4,lognormal,171.1,0.15,lognormal,203.7,0.1
-M.MUH.1.flt.null.bur.por.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,17.3,lognormal,119.3,0.16,lognormal,143.5,0.13,lognormal,167.3,0.11
-M.MUH.1.flt.null.bur.por.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.4,lognormal,112.3,0.17,normal,136.8,17.3,normal,156.9,13.7
-M.MUH.1.flt.null.bur.por.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,18.3,normal,126.9,18.1,normal,153.2,17.9,normal,179.7,16.0
-M.MUH.1.flt.null.bur.por.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.9,normal,134.4,19.4,normal,164.0,20.7,lognormal,194.2,0.09
-M.MUH.1.flt.null.bur.por.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,21.2,lognormal,139.5,0.17,lognormal,172.7,0.15,normal,213.5,17.7
-M.MUH.1.flt.null.bur.por.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,18.8,lognormal,122.6,0.17,lognormal,150.7,0.15,lognormal,184.7,0.11
-M.MUH.1.flt.null.bur.por.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,17.3,lognormal,112.3,0.17,normal,139.2,19.0,lognormal,180.7,0.13
-M.MUH.1.flt.null.bur.por.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,19.9,lognormal,129.6,0.17,lognormal,160.1,0.15,normal,197.8,18.5
-M.MUH.1.flt.null.bur.por.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,21.7,lognormal,136.9,0.17,lognormal,169.4,0.15,lognormal,208.9,0.1
-M.MUH.1.flt.null.bur.por.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,21.2,lognormal,139.5,0.17,lognormal,172.7,0.15,normal,213.5,17.7
-M.MUH.1.flt.null.bur.por.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,18.8,lognormal,122.6,0.17,lognormal,151.0,0.15,lognormal,184.6,0.11
-M.MUH.1.flt.null.bur.por.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,17.3,lognormal,112.1,0.17,normal,139.1,19.2,lognormal,180.8,0.12
-M.MUH.1.flt.null.bur.por.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,20.1,lognormal,129.7,0.17,normal,159.1,20.6,lognormal,196.3,0.1
-M.MUH.1.flt.null.bur.por.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,21.4,lognormal,136.0,0.17,lognormal,168.2,0.15,normal,207.3,18.0
-M.MUH.1.flt.null.bur.por.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.2,22.3,lognormal,170.7,0.13,normal,198.2,21.9,normal,248.7,23.4
-M.MUH.1.flt.null.bur.por.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.9,lognormal,138.8,0.14,normal,160.4,18.5,lognormal,201.5,0.1
-M.MUH.1.flt.null.bur.por.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,19.4,lognormal,144.4,0.12,normal,160.4,13.2,normal,184.8,15.5
-M.MUH.1.flt.null.bur.por.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.1,lognormal,150.9,0.14,normal,176.2,21.8,lognormal,220.4,0.1
-M.MUH.1.flt.null.bur.por.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.8,0.17,lognormal,163.2,0.14,lognormal,190.1,0.13,lognormal,230.2,0.09
-M.MUH.1.flt.null.bur.por.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.2,22.3,lognormal,170.7,0.13,normal,198.2,21.9,normal,248.7,23.4
-M.MUH.1.flt.null.bur.por.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.7,lognormal,138.1,0.14,normal,160.2,18.1,normal,201.9,17.8
-M.MUH.1.flt.null.bur.por.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,19.9,lognormal,144.8,0.12,lognormal,160.9,0.09,lognormal,184.1,0.09
-M.MUH.1.flt.null.bur.por.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.1,lognormal,150.9,0.14,normal,176.2,21.8,lognormal,220.4,0.1
-M.MUH.1.flt.null.bur.por.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.8,0.17,lognormal,163.2,0.14,lognormal,190.1,0.13,lognormal,230.2,0.09
-M.MUH.1.flt.null.bur.por.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,normal,193.6,22.8,lognormal,232.6,0.12,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.por.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.6,21.9,lognormal,164.7,0.13,normal,199.8,21.7,normal,228.2,18.2
-M.MUH.1.flt.null.bur.por.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,24.0,normal,162.0,22.6,normal,196.1,22.9,normal,219.9,17.6
-M.MUH.1.flt.null.bur.por.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.7,23.0,lognormal,176.3,0.14,normal,210.1,19.1,normal,250.0,20.0
-M.MUH.1.flt.null.bur.por.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.4,lognormal,189.3,0.14,normal,228.0,25.4,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.por.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,normal,193.6,22.8,lognormal,232.6,0.12,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.por.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.8,21.5,lognormal,164.4,0.14,lognormal,200.6,0.12,normal,226.6,17.2
-M.MUH.1.flt.null.bur.por.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.8,23.7,normal,162.0,22.8,normal,195.8,22.2,normal,221.1,18.6
-M.MUH.1.flt.null.bur.por.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,23.2,normal,175.8,21.6,normal,209.9,19.1,normal,250.0,20.0
-M.MUH.1.flt.null.bur.por.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.4,lognormal,189.3,0.14,normal,228.0,25.4,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.por.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,22.3,lognormal,171.6,0.14,lognormal,192.5,0.1,lognormal,202.1,0.1
-M.MUH.1.flt.null.bur.por.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.9,lognormal,139.6,0.15,normal,157.6,17.2,lognormal,166.0,0.1
-M.MUH.1.flt.null.bur.por.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,20.2,normal,144.3,16.4,lognormal,155.8,0.09,lognormal,158.1,0.1
-M.MUH.1.flt.null.bur.por.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.3,lognormal,150.9,0.14,lognormal,172.8,0.13,lognormal,179.7,0.1
-M.MUH.1.flt.null.bur.por.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.0,20.9,lognormal,162.3,0.14,lognormal,184.7,0.11,lognormal,194.2,0.1
-M.MUH.1.flt.null.bur.por.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,22.3,lognormal,171.6,0.14,lognormal,192.5,0.1,lognormal,202.1,0.1
-M.MUH.1.flt.null.bur.por.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,18.1,lognormal,138.6,0.14,lognormal,158.2,0.12,lognormal,167.9,0.11
-M.MUH.1.flt.null.bur.por.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,20.0,lognormal,144.4,0.12,normal,155.7,14.0,normal,158.7,15.5
-M.MUH.1.flt.null.bur.por.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.2,lognormal,151.3,0.14,lognormal,172.8,0.13,lognormal,180.6,0.1
-M.MUH.1.flt.null.bur.por.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.5,0.16,normal,160.4,17.9,normal,184.2,18.4,lognormal,194.3,0.1
-M.MUH.1.flt.null.bur.por.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,lognormal,193.8,0.14,normal,214.3,19.9,normal,215.4,20.0
-M.MUH.1.flt.null.bur.por.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.5,22.2,lognormal,163.9,0.14,lognormal,183.3,0.11,lognormal,184.0,0.11
-M.MUH.1.flt.null.bur.por.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,23.7,normal,161.2,22.0,lognormal,179.0,0.12,lognormal,180.0,0.12
-M.MUH.1.flt.null.bur.por.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.1,23.0,lognormal,176.6,0.14,normal,194.4,18.9,normal,195.3,18.8
-M.MUH.1.flt.null.bur.por.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.7,23.5,lognormal,188.1,0.14,normal,207.2,19.7,normal,208.5,19.7
-M.MUH.1.flt.null.bur.por.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,lognormal,193.8,0.14,normal,214.3,19.9,normal,215.4,20.0
-M.MUH.1.flt.null.bur.por.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,20.8,lognormal,163.7,0.13,lognormal,182.7,0.11,lognormal,183.9,0.11
-M.MUH.1.flt.null.bur.por.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,23.3,normal,160.3,21.6,lognormal,179.2,0.13,lognormal,180.3,0.12
-M.MUH.1.flt.null.bur.por.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.4,22.1,lognormal,176.3,0.14,normal,195.3,18.1,normal,195.9,17.6
-M.MUH.1.flt.null.bur.por.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.7,23.5,lognormal,188.1,0.14,normal,207.2,19.7,normal,208.5,19.7
-M.MUH.1.flt.null.bur.por.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.7,normal,138.6,20.2,lognormal,172.1,0.16,normal,249.1,22.3
-M.MUH.1.flt.null.bur.por.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,17.3,lognormal,120.0,0.16,normal,145.5,17.8,normal,200.3,17.2
-M.MUH.1.flt.null.bur.por.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.7,lognormal,112.2,0.17,normal,139.8,19.1,lognormal,185.6,0.09
-M.MUH.1.flt.null.bur.por.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,18.2,lognormal,127.4,0.16,lognormal,156.5,0.14,normal,215.5,17.7
-M.MUH.1.flt.null.bur.por.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,20.3,normal,134.9,19.8,lognormal,166.8,0.15,lognormal,250.0,0.12
-M.MUH.1.flt.null.bur.por.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.7,normal,138.6,20.2,lognormal,172.1,0.16,normal,249.1,22.3
-M.MUH.1.flt.null.bur.por.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.0,lognormal,119.3,0.16,normal,145.7,17.9,normal,199.5,16.7
-M.MUH.1.flt.null.bur.por.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.6,lognormal,112.3,0.17,normal,139.9,19.3,lognormal,185.9,0.09
-M.MUH.1.flt.null.bur.por.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,18.2,lognormal,127.4,0.16,lognormal,156.5,0.14,normal,215.5,17.7
-M.MUH.1.flt.null.bur.por.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,20.3,normal,134.9,19.8,lognormal,166.8,0.15,lognormal,250.0,0.12
-M.MUH.1.flt.null.bur.por.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,21.5,normal,139.4,21.0,lognormal,174.1,0.16,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.por.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,18.9,lognormal,122.4,0.17,lognormal,153.1,0.16,normal,221.2,14.2
-M.MUH.1.flt.null.bur.por.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.5,lognormal,112.7,0.18,lognormal,140.9,0.16,normal,218.5,17.0
-M.MUH.1.flt.null.bur.por.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,20.0,lognormal,129.4,0.17,lognormal,161.8,0.16,normal,250.3,19.1
-M.MUH.1.flt.null.bur.por.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,20.7,lognormal,136.2,0.17,lognormal,170.1,0.15,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.por.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,21.5,normal,139.4,21.0,lognormal,174.1,0.16,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.por.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,18.9,lognormal,122.7,0.17,lognormal,152.3,0.16,normal,229.3,18.7
-M.MUH.1.flt.null.bur.por.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,17.4,lognormal,112.7,0.17,lognormal,141.6,0.16,normal,219.2,16.7
-M.MUH.1.flt.null.bur.por.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,20.0,lognormal,129.1,0.17,lognormal,162.5,0.17,normal,250.3,19.1
-M.MUH.1.flt.null.bur.por.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,20.7,lognormal,136.2,0.17,lognormal,170.1,0.15,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.por.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,21.0,normal,138.5,19.5,lognormal,171.4,0.15,normal,200.1,15.7
-M.MUH.1.flt.null.bur.por.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,17.0,lognormal,119.8,0.16,lognormal,145.8,0.13,lognormal,167.3,0.11
-M.MUH.1.flt.null.bur.por.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,17.2,lognormal,112.5,0.17,lognormal,139.7,0.15,lognormal,158.0,0.1
-M.MUH.1.flt.null.bur.por.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,18.4,lognormal,127.6,0.16,normal,155.3,19.2,lognormal,183.0,0.11
-M.MUH.1.flt.null.bur.por.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.8,lognormal,134.7,0.16,lognormal,167.1,0.15,lognormal,197.0,0.11
-M.MUH.1.flt.null.bur.por.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,21.0,normal,138.5,19.5,lognormal,171.4,0.15,normal,200.1,15.7
-M.MUH.1.flt.null.bur.por.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,17.7,lognormal,119.9,0.16,lognormal,145.2,0.13,lognormal,167.4,0.11
-M.MUH.1.flt.null.bur.por.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,17.2,lognormal,112.2,0.17,normal,139.2,18.7,lognormal,158.1,0.1
-M.MUH.1.flt.null.bur.por.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,18.3,lognormal,127.9,0.16,lognormal,155.3,0.13,normal,180.3,17.2
-M.MUH.1.flt.null.bur.por.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.9,lognormal,134.9,0.16,lognormal,166.1,0.14,lognormal,194.4,0.1
-M.MUH.1.flt.null.bur.por.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,21.6,lognormal,140.3,0.17,lognormal,175.0,0.16,normal,211.3,16.4
-M.MUH.1.flt.null.bur.por.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,19.1,lognormal,122.4,0.17,lognormal,153.7,0.16,lognormal,184.4,0.11
-M.MUH.1.flt.null.bur.por.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.6,lognormal,112.8,0.18,lognormal,140.6,0.16,lognormal,179.4,0.12
-M.MUH.1.flt.null.bur.por.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,20.3,lognormal,130.0,0.17,lognormal,161.6,0.16,normal,194.7,17.4
-M.MUH.1.flt.null.bur.por.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,21.3,lognormal,137.3,0.18,lognormal,170.3,0.16,normal,206.6,17.3
-M.MUH.1.flt.null.bur.por.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,21.6,lognormal,140.3,0.17,lognormal,175.0,0.16,normal,211.3,16.4
-M.MUH.1.flt.null.bur.por.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,18.8,lognormal,123.0,0.18,lognormal,153.2,0.16,lognormal,183.9,0.11
-M.MUH.1.flt.null.bur.por.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.4,lognormal,112.6,0.17,lognormal,140.8,0.16,lognormal,180.0,0.12
-M.MUH.1.flt.null.bur.por.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,20.3,lognormal,130.0,0.17,lognormal,160.8,0.15,lognormal,195.2,0.1
-M.MUH.1.flt.null.bur.por.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,21.1,lognormal,138.0,0.18,lognormal,170.0,0.16,lognormal,207.9,0.1
-M.MUH.1.flt.null.bur.por.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.3,lognormal,171.7,0.13,normal,197.4,21.0,normal,248.5,23.9
-M.MUH.1.flt.null.bur.por.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,17.9,lognormal,138.8,0.14,normal,160.7,19.5,normal,201.3,17.9
-M.MUH.1.flt.null.bur.por.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,19.6,normal,144.0,16.5,normal,160.3,13.5,normal,184.9,14.8
-M.MUH.1.flt.null.bur.por.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.2,0.16,lognormal,151.1,0.14,lognormal,176.9,0.14,normal,215.0,18.3
-M.MUH.1.flt.null.bur.por.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.9,0.16,lognormal,163.2,0.14,lognormal,189.8,0.12,lognormal,250.0,0.13
-M.MUH.1.flt.null.bur.por.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.3,lognormal,171.7,0.13,normal,197.4,21.0,normal,248.5,23.9
-M.MUH.1.flt.null.bur.por.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.8,lognormal,139.3,0.14,normal,159.6,18.1,normal,200.5,17.8
-M.MUH.1.flt.null.bur.por.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,19.7,lognormal,143.6,0.12,lognormal,160.6,0.09,normal,184.0,14.3
-M.MUH.1.flt.null.bur.por.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.2,0.16,lognormal,151.0,0.14,lognormal,176.9,0.14,normal,214.8,18.1
-M.MUH.1.flt.null.bur.por.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.9,0.16,lognormal,163.2,0.14,lognormal,189.8,0.12,lognormal,250.0,0.13
-M.MUH.1.flt.null.bur.por.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.5,26.0,normal,194.8,25.2,normal,245.8,31.1,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.por.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.1,lognormal,164.7,0.13,normal,201.1,22.6,normal,225.7,16.4
-M.MUH.1.flt.null.bur.por.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,24.2,normal,162.6,23.2,normal,195.7,21.2,normal,218.4,16.4
-M.MUH.1.flt.null.bur.por.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.5,normal,175.8,21.1,normal,213.1,20.8,normal,249.9,20.3
-M.MUH.1.flt.null.bur.por.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.6,24.6,lognormal,190.2,0.15,lognormal,224.5,0.11,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.por.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.5,26.0,normal,194.8,25.2,normal,245.8,31.1,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.por.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,21.9,lognormal,164.4,0.13,normal,199.4,22.6,lognormal,250.0,0.13
-M.MUH.1.flt.null.bur.por.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.7,24.3,normal,161.7,22.4,normal,195.9,21.7,normal,219.7,16.7
-M.MUH.1.flt.null.bur.por.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.5,normal,175.8,21.1,normal,213.1,20.8,normal,249.9,20.3
-M.MUH.1.flt.null.bur.por.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.6,24.6,lognormal,190.2,0.15,lognormal,224.5,0.11,lognormal,250.0,0.06
-M.MUH.1.flt.null.bur.por.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.1,0.16,lognormal,170.9,0.13,normal,193.9,19.5,lognormal,202.0,0.09
-M.MUH.1.flt.null.bur.por.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,18.0,lognormal,138.9,0.14,normal,158.0,17.0,lognormal,167.1,0.11
-M.MUH.1.flt.null.bur.por.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,19.9,lognormal,143.7,0.12,normal,155.4,13.8,lognormal,158.2,0.1
-M.MUH.1.flt.null.bur.por.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.6,0.16,lognormal,151.9,0.15,normal,172.8,19.7,lognormal,180.8,0.1
-M.MUH.1.flt.null.bur.por.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.7,0.17,lognormal,163.4,0.13,normal,184.7,18.7,lognormal,195.7,0.1
-M.MUH.1.flt.null.bur.por.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.1,0.16,lognormal,170.9,0.13,normal,193.9,19.5,lognormal,202.0,0.09
-M.MUH.1.flt.null.bur.por.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,18.2,lognormal,138.7,0.14,normal,158.3,18.0,lognormal,168.2,0.11
-M.MUH.1.flt.null.bur.por.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,19.9,lognormal,144.5,0.12,normal,155.7,13.7,lognormal,158.5,0.1
-M.MUH.1.flt.null.bur.por.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,19.4,lognormal,151.4,0.14,lognormal,173.4,0.13,normal,180.3,16.4
-M.MUH.1.flt.null.bur.por.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.7,0.17,lognormal,163.4,0.13,normal,184.7,18.7,lognormal,195.7,0.1
-M.MUH.1.flt.null.bur.por.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.2,26.0,normal,194.7,25.5,normal,216.0,21.1,normal,216.5,20.1
-M.MUH.1.flt.null.bur.por.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,22.2,normal,164.7,20.4,lognormal,183.1,0.11,lognormal,184.8,0.12
-M.MUH.1.flt.null.bur.por.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,23.6,normal,161.4,22.6,lognormal,179.0,0.12,lognormal,179.8,0.12
-M.MUH.1.flt.null.bur.por.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,23.0,normal,175.6,21.5,lognormal,195.4,0.11,lognormal,196.1,0.1
-M.MUH.1.flt.null.bur.por.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.8,24.2,lognormal,189.4,0.14,lognormal,206.5,0.1,normal,207.0,18.2
-M.MUH.1.flt.null.bur.por.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.2,26.0,normal,194.7,25.5,normal,216.0,21.1,normal,216.5,20.1
-M.MUH.1.flt.null.bur.por.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,21.0,lognormal,165.0,0.14,lognormal,182.7,0.11,lognormal,184.7,0.11
-M.MUH.1.flt.null.bur.por.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.4,lognormal,161.7,0.16,lognormal,177.9,0.12,normal,178.9,18.9
-M.MUH.1.flt.null.bur.por.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.3,23.7,lognormal,176.2,0.13,lognormal,194.9,0.11,lognormal,195.8,0.1
-M.MUH.1.flt.null.bur.por.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.8,24.2,lognormal,189.4,0.14,lognormal,206.5,0.1,normal,207.0,18.2
-M.MUH.1.flt.null.spm.god.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,20.2,lognormal,150.7,0.15,normal,175.4,19.0,normal,217.9,16.3
-M.MUH.1.flt.null.spm.god.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,16.6,normal,126.5,15.2,lognormal,146.9,0.11,lognormal,183.1,0.1
-M.MUH.1.flt.null.spm.god.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,18.2,lognormal,123.0,0.16,normal,141.3,15.4,lognormal,168.1,0.1
-M.MUH.1.flt.null.spm.god.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.6,lognormal,135.8,0.14,normal,158.2,16.4,normal,197.2,18.0
-M.MUH.1.flt.null.spm.god.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,19.6,lognormal,145.0,0.14,normal,169.3,17.3,normal,211.1,16.9
-M.MUH.1.flt.null.spm.god.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,20.2,lognormal,150.7,0.15,normal,175.4,19.0,normal,217.9,16.3
-M.MUH.1.flt.null.spm.god.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.7,normal,126.2,15.1,lognormal,146.9,0.11,lognormal,183.0,0.1
-M.MUH.1.flt.null.spm.god.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,18.3,lognormal,122.6,0.16,normal,140.9,15.2,lognormal,168.1,0.1
-M.MUH.1.flt.null.spm.god.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.3,lognormal,135.7,0.14,lognormal,157.7,0.11,normal,198.1,18.1
-M.MUH.1.flt.null.spm.god.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,19.6,lognormal,145.0,0.14,normal,169.3,17.3,normal,211.1,16.9
-M.MUH.1.flt.null.spm.god.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,24.7,lognormal,153.2,0.16,normal,178.6,22.3,lognormal,250.0,0.12
-M.MUH.1.flt.null.spm.god.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,20.9,lognormal,133.3,0.16,lognormal,154.8,0.13,normal,200.2,19.1
-M.MUH.1.flt.null.spm.god.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,19.8,normal,122.9,18.1,normal,144.7,19.0,normal,201.2,19.7
-M.MUH.1.flt.null.spm.god.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,21.0,lognormal,140.6,0.16,normal,165.6,21.3,normal,212.0,18.3
-M.MUH.1.flt.null.spm.god.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,23.3,lognormal,148.5,0.16,lognormal,176.3,0.15,lognormal,230.0,0.1
-M.MUH.1.flt.null.spm.god.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,24.7,lognormal,153.2,0.16,normal,178.6,22.3,lognormal,250.0,0.12
-M.MUH.1.flt.null.spm.god.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.8,lognormal,133.1,0.16,normal,154.8,19.0,lognormal,199.8,0.1
-M.MUH.1.flt.null.spm.god.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,19.5,lognormal,123.1,0.16,lognormal,145.1,0.15,normal,200.5,19.7
-M.MUH.1.flt.null.spm.god.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,21.4,lognormal,140.5,0.16,normal,165.6,20.8,normal,210.5,16.7
-M.MUH.1.flt.null.spm.god.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,23.3,lognormal,148.5,0.16,lognormal,176.3,0.15,lognormal,230.0,0.1
-M.MUH.1.flt.null.spm.god.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,20.5,normal,150.0,20.0,normal,175.1,18.5,normal,200.5,16.3
-M.MUH.1.flt.null.spm.god.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,16.6,normal,126.5,15.5,lognormal,147.6,0.12,lognormal,167.4,0.11
-M.MUH.1.flt.null.spm.god.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.9,lognormal,122.7,0.16,normal,140.9,15.1,lognormal,158.2,0.1
-M.MUH.1.flt.null.spm.god.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.6,lognormal,135.8,0.14,lognormal,158.6,0.11,normal,180.0,16.0
-M.MUH.1.flt.null.spm.god.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,19.5,normal,144.7,18.5,lognormal,170.0,0.12,lognormal,195.3,0.1
-M.MUH.1.flt.null.spm.god.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,20.5,normal,150.0,20.0,normal,175.1,18.5,normal,200.5,16.3
-M.MUH.1.flt.null.spm.god.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,16.6,normal,126.4,15.5,lognormal,147.8,0.12,lognormal,166.5,0.1
-M.MUH.1.flt.null.spm.god.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,18.1,lognormal,122.7,0.16,lognormal,141.1,0.12,lognormal,158.5,0.1
-M.MUH.1.flt.null.spm.god.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.6,lognormal,136.0,0.14,lognormal,158.6,0.11,normal,179.8,15.8
-M.MUH.1.flt.null.spm.god.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,19.5,normal,144.7,18.5,lognormal,170.0,0.12,lognormal,195.3,0.1
-M.MUH.1.flt.null.spm.god.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,23.8,lognormal,153.5,0.17,lognormal,180.5,0.15,normal,214.7,18.7
-M.MUH.1.flt.null.spm.god.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,20.1,lognormal,133.5,0.16,lognormal,155.3,0.14,lognormal,185.2,0.12
-M.MUH.1.flt.null.spm.god.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,19.5,lognormal,123.5,0.17,normal,144.5,18.2,lognormal,179.3,0.12
-M.MUH.1.flt.null.spm.god.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,21.8,lognormal,141.1,0.16,lognormal,167.7,0.15,lognormal,198.3,0.11
-M.MUH.1.flt.null.spm.god.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.5,22.8,lognormal,148.6,0.16,normal,175.8,23.4,normal,207.4,18.4
-M.MUH.1.flt.null.spm.god.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,23.8,lognormal,153.5,0.17,lognormal,180.5,0.15,normal,214.7,18.7
-M.MUH.1.flt.null.spm.god.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,20.6,lognormal,133.1,0.16,normal,155.9,19.6,lognormal,184.0,0.11
-M.MUH.1.flt.null.spm.god.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,19.5,lognormal,122.9,0.17,normal,145.3,19.1,lognormal,179.2,0.12
-M.MUH.1.flt.null.spm.god.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,22.0,lognormal,141.8,0.16,lognormal,166.7,0.14,lognormal,197.0,0.1
-M.MUH.1.flt.null.spm.god.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.5,22.8,lognormal,148.6,0.16,normal,175.8,23.4,normal,207.4,18.4
-M.MUH.1.flt.null.spm.god.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.4,lognormal,168.4,0.13,lognormal,193.9,0.11,normal,248.5,23.9
-M.MUH.1.flt.null.spm.god.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.5,lognormal,138.1,0.14,normal,160.3,18.8,normal,199.7,17.3
-M.MUH.1.flt.null.spm.god.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.3,normal,140.6,16.1,normal,159.6,14.0,normal,184.7,14.4
-M.MUH.1.flt.null.spm.god.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.7,lognormal,148.8,0.13,lognormal,175.9,0.14,lognormal,219.7,0.1
-M.MUH.1.flt.null.spm.god.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.0,0.16,lognormal,160.8,0.13,lognormal,187.9,0.12,lognormal,250.0,0.13
-M.MUH.1.flt.null.spm.god.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.4,lognormal,168.4,0.13,lognormal,193.9,0.11,normal,248.5,23.9
-M.MUH.1.flt.null.spm.god.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.7,lognormal,137.9,0.14,normal,160.1,18.5,normal,200.2,17.1
-M.MUH.1.flt.null.spm.god.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.3,normal,140.7,16.2,normal,159.6,13.9,normal,184.8,14.6
-M.MUH.1.flt.null.spm.god.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.7,lognormal,148.8,0.13,lognormal,175.9,0.14,lognormal,219.7,0.1
-M.MUH.1.flt.null.spm.god.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.0,0.16,lognormal,160.8,0.13,lognormal,187.9,0.12,lognormal,250.0,0.13
-M.MUH.1.flt.null.spm.god.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.2,25.9,lognormal,186.2,0.15,normal,216.2,22.5,normal,216.3,22.9
-M.MUH.1.flt.null.spm.god.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,20.5,lognormal,158.6,0.14,lognormal,190.4,0.12,lognormal,250.0,0.13
-M.MUH.1.flt.null.spm.god.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.5,lognormal,151.5,0.16,normal,184.0,25.1,normal,220.9,18.9
-M.MUH.1.flt.null.spm.god.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.7,22.9,normal,169.3,22.2,normal,205.8,23.9,normal,250.3,19.3
-M.MUH.1.flt.null.spm.god.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,lognormal,180.3,0.15,normal,211.0,20.6,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.god.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.2,25.9,lognormal,186.2,0.15,normal,216.2,22.5,normal,216.3,22.9
-M.MUH.1.flt.null.spm.god.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,21.2,normal,158.4,20.1,normal,194.3,24.6,normal,229.8,19.4
-M.MUH.1.flt.null.spm.god.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,22.2,lognormal,152.3,0.17,normal,183.2,23.9,normal,218.1,16.3
-M.MUH.1.flt.null.spm.god.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.7,22.9,normal,169.3,22.2,normal,205.8,23.9,normal,250.3,19.3
-M.MUH.1.flt.null.spm.god.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,lognormal,180.3,0.15,normal,211.0,20.6,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.god.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.3,lognormal,168.1,0.14,lognormal,192.9,0.11,normal,203.0,17.5
-M.MUH.1.flt.null.spm.god.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.9,lognormal,136.8,0.13,normal,156.6,16.8,normal,166.4,16.1
-M.MUH.1.flt.null.spm.god.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,19.1,lognormal,141.2,0.13,normal,154.6,13.2,normal,156.8,13.3
-M.MUH.1.flt.null.spm.god.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.1,lognormal,148.5,0.13,lognormal,171.9,0.13,lognormal,179.3,0.1
-M.MUH.1.flt.null.spm.god.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.8,normal,159.7,18.5,normal,184.6,19.2,lognormal,194.9,0.1
-M.MUH.1.flt.null.spm.god.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.3,lognormal,168.1,0.14,lognormal,192.9,0.11,normal,203.0,17.5
-M.MUH.1.flt.null.spm.god.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.6,lognormal,136.7,0.13,normal,156.9,17.1,lognormal,167.6,0.11
-M.MUH.1.flt.null.spm.god.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,18.9,normal,140.3,16.2,normal,154.2,13.2,lognormal,156.9,0.09
-M.MUH.1.flt.null.spm.god.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.4,0.16,lognormal,148.3,0.13,lognormal,171.8,0.13,lognormal,181.4,0.1
-M.MUH.1.flt.null.spm.god.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.8,normal,159.7,18.5,normal,184.6,19.2,lognormal,194.9,0.1
-M.MUH.1.flt.null.spm.god.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,27.1,normal,186.1,24.8,normal,209.2,20.3,normal,213.1,17.5
-M.MUH.1.flt.null.spm.god.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,21.0,normal,157.3,19.3,normal,180.1,19.0,normal,183.3,18.4
-M.MUH.1.flt.null.spm.god.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,23.2,lognormal,153.2,0.17,lognormal,174.6,0.13,lognormal,179.4,0.12
-M.MUH.1.flt.null.spm.god.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,22.9,normal,169.7,22.3,normal,192.8,20.6,normal,195.9,19.2
-M.MUH.1.flt.null.spm.god.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,normal,180.1,23.8,normal,205.6,21.4,lognormal,209.7,0.1
-M.MUH.1.flt.null.spm.god.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,27.1,normal,186.1,24.8,normal,209.2,20.3,normal,213.1,17.5
-M.MUH.1.flt.null.spm.god.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,21.0,normal,157.7,19.5,lognormal,181.3,0.12,lognormal,185.4,0.12
-M.MUH.1.flt.null.spm.god.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.3,lognormal,153.0,0.16,lognormal,174.6,0.13,lognormal,179.4,0.12
-M.MUH.1.flt.null.spm.god.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.0,22.2,lognormal,170.0,0.15,lognormal,192.3,0.11,lognormal,197.0,0.11
-M.MUH.1.flt.null.spm.god.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,normal,180.1,23.8,normal,205.6,21.4,lognormal,209.7,0.1
-M.MUH.1.flt.null.spm.god.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.2,lognormal,151.6,0.15,lognormal,183.0,0.14,lognormal,250.0,0.11
-M.MUH.1.flt.null.spm.god.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.0,lognormal,127.9,0.14,normal,152.4,17.8,lognormal,200.3,0.09
-M.MUH.1.flt.null.spm.god.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,18.0,lognormal,124.7,0.17,normal,148.8,18.8,normal,184.8,15.1
-M.MUH.1.flt.null.spm.god.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.6,normal,136.2,17.4,lognormal,163.1,0.13,normal,213.0,14.5
-M.MUH.1.flt.null.spm.god.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,19.6,normal,145.5,18.7,lognormal,176.2,0.14,normal,234.6,20.8
-M.MUH.1.flt.null.spm.god.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.2,lognormal,151.6,0.15,lognormal,183.0,0.14,lognormal,250.0,0.11
-M.MUH.1.flt.null.spm.god.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.7,normal,127.6,16.6,lognormal,152.3,0.13,normal,200.9,17.2
-M.MUH.1.flt.null.spm.god.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.1,lognormal,124.7,0.17,normal,148.8,18.7,normal,184.5,15.0
-M.MUH.1.flt.null.spm.god.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.9,normal,136.4,17.1,lognormal,163.6,0.13,lognormal,215.6,0.09
-M.MUH.1.flt.null.spm.god.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,19.6,normal,145.5,18.7,lognormal,176.2,0.14,normal,234.6,20.8
-M.MUH.1.flt.null.spm.god.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,25.3,lognormal,154.9,0.17,lognormal,185.7,0.16,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.god.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,20.4,lognormal,134.6,0.17,normal,160.9,22.4,normal,247.5,26.5
-M.MUH.1.flt.null.spm.god.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,19.6,lognormal,124.6,0.17,lognormal,150.2,0.17,normal,215.8,15.0
-M.MUH.1.flt.null.spm.god.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,22.1,lognormal,143.0,0.17,lognormal,172.0,0.17,normal,249.5,21.2
-M.MUH.1.flt.null.spm.god.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,23.6,lognormal,150.6,0.17,lognormal,181.9,0.17,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.god.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,25.3,lognormal,154.9,0.17,lognormal,185.7,0.16,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.god.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,20.4,lognormal,135.0,0.17,lognormal,161.5,0.16,lognormal,250.0,0.13
-M.MUH.1.flt.null.spm.god.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,20.1,lognormal,124.4,0.17,lognormal,150.2,0.17,lognormal,220.0,0.09
-M.MUH.1.flt.null.spm.god.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,22.3,lognormal,143.1,0.17,lognormal,170.4,0.15,lognormal,250.0,0.09
-M.MUH.1.flt.null.spm.god.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,23.6,lognormal,150.6,0.17,lognormal,181.9,0.17,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.god.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.6,lognormal,150.4,0.15,lognormal,181.8,0.14,normal,204.4,19.4
-M.MUH.1.flt.null.spm.god.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.7,lognormal,127.9,0.14,lognormal,151.1,0.12,lognormal,166.4,0.1
-M.MUH.1.flt.null.spm.god.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,18.4,normal,124.3,18.6,normal,146.5,16.9,lognormal,158.6,0.1
-M.MUH.1.flt.null.spm.god.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.5,normal,136.2,17.1,lognormal,162.7,0.13,normal,181.4,17.8
-M.MUH.1.flt.null.spm.god.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.0,19.5,normal,145.9,18.8,normal,175.0,21.2,lognormal,196.3,0.11
-M.MUH.1.flt.null.spm.god.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.6,lognormal,150.4,0.15,lognormal,181.8,0.14,lognormal,204.5,0.1
-M.MUH.1.flt.null.spm.god.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.0,normal,127.8,16.3,lognormal,151.6,0.13,lognormal,167.0,0.11
-M.MUH.1.flt.null.spm.god.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,18.4,lognormal,124.9,0.17,normal,146.4,16.5,lognormal,158.1,0.1
-M.MUH.1.flt.null.spm.god.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.6,normal,136.5,17.1,lognormal,163.5,0.13,lognormal,180.8,0.1
-M.MUH.1.flt.null.spm.god.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.0,19.5,normal,145.9,18.8,normal,175.0,21.2,lognormal,196.3,0.11
-M.MUH.1.flt.null.spm.god.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,24.5,lognormal,154.8,0.17,lognormal,184.5,0.16,normal,213.5,17.9
-M.MUH.1.flt.null.spm.god.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.2,lognormal,134.6,0.17,lognormal,161.7,0.16,normal,185.1,19.6
-M.MUH.1.flt.null.spm.god.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,19.9,lognormal,124.3,0.17,lognormal,149.8,0.16,lognormal,180.4,0.13
-M.MUH.1.flt.null.spm.god.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,21.3,lognormal,142.5,0.16,lognormal,171.2,0.17,lognormal,197.1,0.11
-M.MUH.1.flt.null.spm.god.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.8,23.4,lognormal,151.1,0.17,lognormal,182.7,0.17,lognormal,206.2,0.09
-M.MUH.1.flt.null.spm.god.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,24.5,lognormal,154.8,0.17,lognormal,184.5,0.16,normal,213.5,17.9
-M.MUH.1.flt.null.spm.god.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.4,lognormal,134.7,0.16,lognormal,161.2,0.16,lognormal,185.4,0.12
-M.MUH.1.flt.null.spm.god.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,19.2,lognormal,124.2,0.17,lognormal,149.5,0.16,lognormal,181.2,0.13
-M.MUH.1.flt.null.spm.god.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.0,21.6,lognormal,142.2,0.16,normal,169.2,23.7,normal,195.6,18.7
-M.MUH.1.flt.null.spm.god.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.8,23.4,lognormal,151.1,0.17,lognormal,182.7,0.17,lognormal,206.2,0.09
-M.MUH.1.flt.null.spm.god.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.6,lognormal,169.1,0.14,normal,195.3,20.6,lognormal,250.0,0.12
-M.MUH.1.flt.null.spm.god.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.9,lognormal,136.9,0.13,lognormal,160.0,0.13,lognormal,201.6,0.09
-M.MUH.1.flt.null.spm.god.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.4,normal,141.2,17.1,normal,159.1,13.6,lognormal,184.3,0.09
-M.MUH.1.flt.null.spm.god.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.2,lognormal,149.5,0.14,lognormal,175.1,0.14,normal,214.3,16.8
-M.MUH.1.flt.null.spm.god.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,21.4,normal,160.1,18.7,lognormal,188.4,0.12,normal,247.5,26.6
-M.MUH.1.flt.null.spm.god.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.6,lognormal,169.1,0.14,normal,195.3,20.6,lognormal,250.0,0.12
-M.MUH.1.flt.null.spm.god.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.2,lognormal,136.7,0.13,normal,160.0,19.0,normal,200.3,16.8
-M.MUH.1.flt.null.spm.god.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.4,normal,141.3,17.2,normal,159.1,13.5,normal,184.1,15.1
-M.MUH.1.flt.null.spm.god.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.2,lognormal,149.5,0.14,lognormal,175.1,0.14,normal,214.3,16.8
-M.MUH.1.flt.null.spm.god.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,21.4,normal,160.1,18.7,lognormal,188.4,0.12,normal,247.5,26.6
-M.MUH.1.flt.null.spm.god.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.3,27.1,normal,184.5,24.2,lognormal,224.3,0.14,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.god.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,21.1,normal,158.1,20.2,normal,192.8,25.1,lognormal,250.0,0.13
-M.MUH.1.flt.null.spm.god.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.3,lognormal,152.8,0.17,lognormal,183.0,0.14,lognormal,225.9,0.1
-M.MUH.1.flt.null.spm.god.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.2,lognormal,170.4,0.15,normal,203.2,22.7,normal,250.0,20.0
-M.MUH.1.flt.null.spm.god.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,22.5,lognormal,178.8,0.14,normal,211.7,22.2,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.god.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.3,27.1,normal,184.5,24.2,lognormal,224.3,0.14,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.god.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,21.2,normal,158.3,20.2,normal,193.0,25.1,lognormal,250.0,0.13
-M.MUH.1.flt.null.spm.god.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,22.0,lognormal,152.1,0.16,lognormal,183.9,0.15,lognormal,216.8,0.08
-M.MUH.1.flt.null.spm.god.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.2,lognormal,170.4,0.15,normal,203.2,22.7,normal,250.0,20.0
-M.MUH.1.flt.null.spm.god.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,22.5,lognormal,178.8,0.14,normal,211.7,22.2,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.god.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,22.0,normal,166.2,18.8,lognormal,191.3,0.1,lognormal,203.1,0.1
-M.MUH.1.flt.null.spm.god.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.5,lognormal,136.8,0.13,normal,157.5,17.4,lognormal,167.3,0.11
-M.MUH.1.flt.null.spm.god.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,19.5,normal,140.8,16.5,normal,154.5,13.7,lognormal,157.5,0.1
-M.MUH.1.flt.null.spm.god.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.4,normal,148.8,18.4,lognormal,172.3,0.13,normal,179.6,15.7
-M.MUH.1.flt.null.spm.god.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.7,normal,159.9,18.5,lognormal,184.0,0.11,normal,194.5,17.6
-M.MUH.1.flt.null.spm.god.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,22.0,normal,166.2,18.8,lognormal,191.3,0.1,lognormal,203.1,0.1
-M.MUH.1.flt.null.spm.god.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.5,lognormal,137.9,0.14,normal,157.8,17.1,lognormal,166.3,0.1
-M.MUH.1.flt.null.spm.god.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.4,normal,140.3,16.4,normal,154.7,13.6,normal,157.6,14.4
-M.MUH.1.flt.null.spm.god.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.3,lognormal,148.6,0.13,lognormal,172.2,0.13,normal,179.9,15.7
-M.MUH.1.flt.null.spm.god.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.7,normal,159.9,18.5,lognormal,184.0,0.11,normal,194.5,17.6
-M.MUH.1.flt.null.spm.god.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.1,24.8,lognormal,186.7,0.15,lognormal,210.3,0.11,lognormal,216.1,0.1
-M.MUH.1.flt.null.spm.god.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,20.1,lognormal,158.0,0.14,normal,180.1,18.5,lognormal,184.1,0.11
-M.MUH.1.flt.null.spm.god.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.6,lognormal,153.2,0.17,lognormal,175.1,0.13,lognormal,179.8,0.12
-M.MUH.1.flt.null.spm.god.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,21.7,lognormal,169.5,0.14,normal,192.8,20.6,lognormal,198.2,0.11
-M.MUH.1.flt.null.spm.god.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,25.3,lognormal,179.7,0.15,lognormal,204.5,0.11,normal,208.2,19.4
-M.MUH.1.flt.null.spm.god.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.1,24.8,lognormal,186.7,0.15,lognormal,210.3,0.11,lognormal,216.1,0.1
-M.MUH.1.flt.null.spm.god.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,20.8,normal,157.9,19.4,normal,180.4,19.0,lognormal,183.9,0.11
-M.MUH.1.flt.null.spm.god.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.9,lognormal,153.1,0.16,lognormal,174.4,0.12,lognormal,179.1,0.12
-M.MUH.1.flt.null.spm.god.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.3,22.3,lognormal,168.5,0.14,lognormal,192.5,0.11,lognormal,197.6,0.11
-M.MUH.1.flt.null.spm.god.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,25.3,lognormal,179.7,0.15,lognormal,204.5,0.11,normal,208.2,19.4
-M.MUH.1.flt.null.spm.por.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,22.8,normal,120.2,22.0,normal,132.8,21.1,normal,221.6,18.8
-M.MUH.1.flt.null.spm.por.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.5,18.9,lognormal,115.7,0.18,lognormal,183.3,0.11
-M.MUH.1.flt.null.spm.por.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,19.0,normal,96.4,18.1,lognormal,106.9,0.18,lognormal,165.9,0.09
-M.MUH.1.flt.null.spm.por.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.7,normal,110.7,19.9,lognormal,123.2,0.18,normal,197.9,17.7
-M.MUH.1.flt.null.spm.por.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,21.7,normal,116.6,20.7,normal,129.0,20.6,normal,211.6,16.7
-M.MUH.1.flt.null.spm.por.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,22.8,normal,120.2,22.0,normal,132.8,21.1,normal,221.6,18.8
-M.MUH.1.flt.null.spm.por.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.6,18.9,normal,115.2,18.1,lognormal,183.1,0.11
-M.MUH.1.flt.null.spm.por.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,19.1,normal,96.5,18.1,lognormal,107.1,0.18,normal,166.4,14.5
-M.MUH.1.flt.null.spm.por.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.7,normal,110.7,19.9,lognormal,123.2,0.18,normal,197.9,17.7
-M.MUH.1.flt.null.spm.por.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,21.7,normal,116.6,20.7,normal,129.0,20.6,normal,211.6,16.7
-M.MUH.1.flt.null.spm.por.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.7,normal,120.0,21.8,lognormal,132.8,0.18,normal,247.6,26.3
-M.MUH.1.flt.null.spm.por.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,20.2,normal,104.6,19.0,lognormal,116.3,0.18,lognormal,201.1,0.11
-M.MUH.1.flt.null.spm.por.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,19.5,normal,96.5,18.1,lognormal,107.0,0.18,lognormal,199.4,0.11
-M.MUH.1.flt.null.spm.por.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,21.7,normal,111.2,20.6,lognormal,123.6,0.18,normal,211.2,18.2
-M.MUH.1.flt.null.spm.por.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,22.3,normal,116.7,20.8,lognormal,129.8,0.18,normal,229.7,21.2
-M.MUH.1.flt.null.spm.por.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.7,normal,120.0,21.8,lognormal,132.8,0.18,normal,247.6,26.3
-M.MUH.1.flt.null.spm.por.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,20.1,normal,104.6,19.0,lognormal,116.3,0.18,normal,202.0,21.0
-M.MUH.1.flt.null.spm.por.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.1,normal,96.5,17.9,lognormal,106.9,0.18,normal,200.3,19.6
-M.MUH.1.flt.null.spm.por.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,21.7,normal,111.2,20.6,lognormal,123.6,0.18,normal,211.3,18.3
-M.MUH.1.flt.null.spm.por.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,22.3,normal,116.7,20.8,lognormal,129.8,0.18,normal,229.7,21.2
-M.MUH.1.flt.null.spm.por.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,22.6,normal,120.1,22.2,lognormal,133.2,0.18,lognormal,204.3,0.1
-M.MUH.1.flt.null.spm.por.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.4,normal,104.5,18.9,lognormal,116.2,0.18,lognormal,167.4,0.11
-M.MUH.1.flt.null.spm.por.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.3,normal,96.5,18.0,lognormal,106.8,0.18,lognormal,157.8,0.1
-M.MUH.1.flt.null.spm.por.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,20.7,normal,110.9,20.0,lognormal,123.5,0.19,normal,181.3,17.0
-M.MUH.1.flt.null.spm.por.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,22.1,normal,117.2,21.1,lognormal,129.7,0.18,lognormal,194.7,0.1
-M.MUH.1.flt.null.spm.por.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,22.6,normal,120.1,22.2,lognormal,133.2,0.18,lognormal,204.3,0.1
-M.MUH.1.flt.null.spm.por.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.5,normal,104.7,19.1,lognormal,116.8,0.18,normal,167.3,16.5
-M.MUH.1.flt.null.spm.por.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,19.1,normal,96.6,17.9,lognormal,106.8,0.18,normal,158.0,14.2
-M.MUH.1.flt.null.spm.por.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.6,normal,110.8,20.0,lognormal,123.3,0.18,lognormal,182.6,0.11
-M.MUH.1.flt.null.spm.por.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,22.0,normal,117.2,21.1,lognormal,129.6,0.18,normal,195.2,19.0
-M.MUH.1.flt.null.spm.por.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.7,normal,120.0,22.0,normal,132.6,20.8,lognormal,214.3,0.1
-M.MUH.1.flt.null.spm.por.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,20.7,normal,104.9,19.5,lognormal,116.1,0.18,lognormal,183.6,0.11
-M.MUH.1.flt.null.spm.por.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,19.1,normal,96.3,17.8,lognormal,106.6,0.18,lognormal,179.1,0.12
-M.MUH.1.flt.null.spm.por.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,21.8,normal,111.3,20.3,lognormal,123.1,0.18,normal,198.3,19.4
-M.MUH.1.flt.null.spm.por.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,22.4,normal,116.7,20.8,lognormal,129.9,0.18,lognormal,206.8,0.09
-M.MUH.1.flt.null.spm.por.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.7,normal,120.0,22.0,normal,132.6,20.8,normal,212.8,18.2
-M.MUH.1.flt.null.spm.por.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.4,20.6,normal,104.5,19.2,lognormal,116.1,0.18,lognormal,183.9,0.11
-M.MUH.1.flt.null.spm.por.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.3,normal,96.5,18.0,lognormal,106.9,0.18,lognormal,179.9,0.12
-M.MUH.1.flt.null.spm.por.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,21.2,normal,110.8,20.0,lognormal,122.8,0.18,lognormal,197.9,0.11
-M.MUH.1.flt.null.spm.por.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,22.4,normal,116.7,20.8,lognormal,129.9,0.18,lognormal,206.8,0.09
-M.MUH.1.flt.null.spm.por.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.4,lognormal,168.4,0.13,lognormal,193.9,0.11,normal,248.5,23.9
-M.MUH.1.flt.null.spm.por.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.5,lognormal,138.1,0.14,normal,160.3,18.8,normal,199.7,17.3
-M.MUH.1.flt.null.spm.por.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.3,normal,140.6,16.1,normal,159.6,14.0,normal,184.7,14.4
-M.MUH.1.flt.null.spm.por.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.7,lognormal,148.8,0.13,lognormal,175.9,0.14,lognormal,219.7,0.1
-M.MUH.1.flt.null.spm.por.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.0,0.16,lognormal,160.8,0.13,lognormal,187.9,0.12,lognormal,250.0,0.13
-M.MUH.1.flt.null.spm.por.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.4,lognormal,168.4,0.13,lognormal,193.9,0.11,normal,248.5,23.9
-M.MUH.1.flt.null.spm.por.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.7,lognormal,137.9,0.14,normal,160.1,18.5,normal,200.2,17.1
-M.MUH.1.flt.null.spm.por.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.3,normal,140.7,16.2,normal,159.6,13.9,normal,184.8,14.6
-M.MUH.1.flt.null.spm.por.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.7,lognormal,148.8,0.13,lognormal,175.9,0.14,lognormal,219.7,0.1
-M.MUH.1.flt.null.spm.por.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.0,0.16,lognormal,160.8,0.13,lognormal,187.9,0.12,lognormal,250.0,0.13
-M.MUH.1.flt.null.spm.por.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.2,25.9,lognormal,186.2,0.15,normal,216.2,22.5,normal,216.3,22.9
-M.MUH.1.flt.null.spm.por.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,20.5,lognormal,158.6,0.14,lognormal,190.4,0.12,lognormal,250.0,0.13
-M.MUH.1.flt.null.spm.por.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.5,lognormal,151.5,0.16,normal,184.0,25.1,normal,220.9,18.9
-M.MUH.1.flt.null.spm.por.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.7,22.9,normal,169.3,22.2,normal,205.8,23.9,normal,250.3,19.3
-M.MUH.1.flt.null.spm.por.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,lognormal,180.3,0.15,normal,211.0,20.6,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.por.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.2,25.9,lognormal,186.2,0.15,normal,216.2,22.5,normal,216.3,22.9
-M.MUH.1.flt.null.spm.por.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,21.2,normal,158.4,20.1,normal,194.3,24.6,normal,229.8,19.4
-M.MUH.1.flt.null.spm.por.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,22.2,lognormal,152.3,0.17,normal,183.2,23.9,normal,218.1,16.3
-M.MUH.1.flt.null.spm.por.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.7,22.9,normal,169.3,22.2,normal,205.8,23.9,normal,250.3,19.3
-M.MUH.1.flt.null.spm.por.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,lognormal,180.3,0.15,normal,211.0,20.6,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.por.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.3,lognormal,168.1,0.14,lognormal,192.9,0.11,normal,203.0,17.5
-M.MUH.1.flt.null.spm.por.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.9,lognormal,136.8,0.13,normal,156.6,16.8,normal,166.4,16.1
-M.MUH.1.flt.null.spm.por.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,19.1,lognormal,141.2,0.13,normal,154.6,13.2,normal,156.8,13.3
-M.MUH.1.flt.null.spm.por.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.1,lognormal,148.5,0.13,lognormal,171.9,0.13,lognormal,179.3,0.1
-M.MUH.1.flt.null.spm.por.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.8,normal,159.7,18.5,normal,184.6,19.2,lognormal,194.9,0.1
-M.MUH.1.flt.null.spm.por.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.3,lognormal,168.1,0.14,lognormal,192.9,0.11,normal,203.0,17.5
-M.MUH.1.flt.null.spm.por.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.6,lognormal,136.7,0.13,normal,156.9,17.1,lognormal,167.6,0.11
-M.MUH.1.flt.null.spm.por.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,18.9,normal,140.3,16.2,normal,154.2,13.2,lognormal,156.9,0.09
-M.MUH.1.flt.null.spm.por.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.4,0.16,lognormal,148.3,0.13,lognormal,171.8,0.13,lognormal,181.4,0.1
-M.MUH.1.flt.null.spm.por.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.8,normal,159.7,18.5,normal,184.6,19.2,lognormal,194.9,0.1
-M.MUH.1.flt.null.spm.por.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,27.1,normal,186.1,24.8,normal,209.2,20.3,normal,213.1,17.5
-M.MUH.1.flt.null.spm.por.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,21.0,normal,157.3,19.3,normal,180.1,19.0,normal,183.3,18.4
-M.MUH.1.flt.null.spm.por.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,23.2,lognormal,153.2,0.17,lognormal,174.6,0.13,lognormal,179.4,0.12
-M.MUH.1.flt.null.spm.por.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,22.9,normal,169.7,22.3,normal,192.8,20.6,normal,195.9,19.2
-M.MUH.1.flt.null.spm.por.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,normal,180.1,23.8,normal,205.6,21.4,lognormal,209.7,0.1
-M.MUH.1.flt.null.spm.por.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,27.1,normal,186.1,24.8,normal,209.2,20.3,normal,213.1,17.5
-M.MUH.1.flt.null.spm.por.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,21.0,normal,157.7,19.5,lognormal,181.3,0.12,lognormal,185.4,0.12
-M.MUH.1.flt.null.spm.por.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.3,lognormal,153.0,0.16,lognormal,174.6,0.13,lognormal,179.4,0.12
-M.MUH.1.flt.null.spm.por.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.0,22.2,lognormal,170.0,0.15,lognormal,192.3,0.11,lognormal,197.0,0.11
-M.MUH.1.flt.null.spm.por.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,normal,180.1,23.8,normal,205.6,21.4,lognormal,209.7,0.1
-M.MUH.1.flt.null.spm.por.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,22.8,normal,120.5,22.1,lognormal,132.9,0.17,lognormal,250.0,0.1
-M.MUH.1.flt.null.spm.por.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.4,18.8,lognormal,116.2,0.18,normal,200.6,17.6
-M.MUH.1.flt.null.spm.por.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.0,normal,96.5,17.8,lognormal,107.2,0.18,normal,183.7,14.6
-M.MUH.1.flt.null.spm.por.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,21.2,normal,111.2,20.2,lognormal,123.4,0.18,normal,217.1,17.9
-M.MUH.1.flt.null.spm.por.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,21.8,normal,116.8,21.0,normal,128.5,19.8,normal,239.1,22.0
-M.MUH.1.flt.null.spm.por.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,22.8,normal,120.5,22.1,lognormal,132.9,0.17,lognormal,250.0,0.1
-M.MUH.1.flt.null.spm.por.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.4,18.6,lognormal,116.3,0.18,lognormal,201.3,0.1
-M.MUH.1.flt.null.spm.por.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,18.9,normal,96.5,17.8,lognormal,107.1,0.18,normal,183.5,14.5
-M.MUH.1.flt.null.spm.por.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,21.2,normal,111.2,20.2,lognormal,123.4,0.18,normal,217.1,17.9
-M.MUH.1.flt.null.spm.por.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,21.8,normal,116.8,21.0,normal,128.5,19.8,normal,239.1,22.0
-M.MUH.1.flt.null.spm.por.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,23.3,normal,120.2,22.1,lognormal,133.2,0.18,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.por.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,20.7,normal,104.9,19.3,lognormal,116.3,0.18,normal,242.6,25.6
-M.MUH.1.flt.null.spm.por.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.4,normal,96.5,18.1,lognormal,107.1,0.19,normal,216.8,16.4
-M.MUH.1.flt.null.spm.por.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,22.0,normal,111.2,20.5,lognormal,123.2,0.18,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.por.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,22.3,normal,116.8,21.1,normal,129.2,20.5,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.por.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,23.3,normal,120.2,22.1,lognormal,133.2,0.18,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.por.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.9,20.9,normal,104.9,19.4,normal,115.9,18.6,normal,228.3,18.6
-M.MUH.1.flt.null.spm.por.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,19.4,normal,96.8,18.1,lognormal,107.3,0.18,normal,217.0,15.3
-M.MUH.1.flt.null.spm.por.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,21.9,normal,111.3,20.5,lognormal,123.5,0.18,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.por.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,22.3,normal,116.8,21.1,normal,129.2,20.5,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.por.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.8,normal,120.4,22.3,lognormal,133.3,0.18,lognormal,202.7,0.1
-M.MUH.1.flt.null.spm.por.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,19.1,normal,104.0,18.5,lognormal,116.1,0.18,lognormal,167.4,0.11
-M.MUH.1.flt.null.spm.por.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,19.0,normal,96.6,18.0,normal,106.3,16.7,lognormal,158.1,0.1
-M.MUH.1.flt.null.spm.por.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.9,normal,110.8,20.3,lognormal,123.7,0.19,lognormal,182.6,0.11
-M.MUH.1.flt.null.spm.por.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,21.9,normal,116.8,20.8,normal,128.8,20.0,normal,195.7,18.1
-M.MUH.1.flt.null.spm.por.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.8,normal,120.4,22.3,lognormal,133.3,0.18,lognormal,202.7,0.1
-M.MUH.1.flt.null.spm.por.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,19.5,normal,104.7,19.0,lognormal,116.2,0.18,lognormal,165.8,0.1
-M.MUH.1.flt.null.spm.por.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,18.9,normal,96.5,17.8,lognormal,106.8,0.18,lognormal,158.0,0.1
-M.MUH.1.flt.null.spm.por.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,20.9,normal,110.9,20.2,lognormal,123.4,0.18,lognormal,182.2,0.11
-M.MUH.1.flt.null.spm.por.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,21.9,normal,116.8,20.8,normal,128.8,20.0,normal,195.7,18.1
-M.MUH.1.flt.null.spm.por.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,24.1,normal,120.9,22.6,normal,132.6,20.6,normal,212.9,17.7
-M.MUH.1.flt.null.spm.por.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.4,20.3,normal,104.5,18.9,lognormal,116.0,0.18,lognormal,183.1,0.11
-M.MUH.1.flt.null.spm.por.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.3,normal,96.6,18.0,lognormal,107.3,0.18,normal,179.0,18.9
-M.MUH.1.flt.null.spm.por.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,21.7,normal,111.0,20.2,lognormal,123.6,0.19,normal,195.4,17.6
-M.MUH.1.flt.null.spm.por.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,23.0,normal,117.5,21.8,normal,129.1,20.3,normal,208.3,18.4
-M.MUH.1.flt.null.spm.por.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,24.1,normal,120.9,22.6,normal,132.6,20.6,normal,212.9,17.7
-M.MUH.1.flt.null.spm.por.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,21.0,normal,105.2,19.5,lognormal,116.5,0.18,lognormal,183.2,0.11
-M.MUH.1.flt.null.spm.por.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.1,normal,96.3,17.9,lognormal,106.9,0.18,normal,178.6,19.0
-M.MUH.1.flt.null.spm.por.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,21.2,normal,110.7,20.0,lognormal,123.4,0.18,normal,197.1,19.0
-M.MUH.1.flt.null.spm.por.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,23.0,normal,117.5,21.8,normal,129.2,20.5,normal,208.1,18.2
-M.MUH.1.flt.null.spm.por.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.6,lognormal,169.1,0.14,normal,195.3,20.6,lognormal,250.0,0.12
-M.MUH.1.flt.null.spm.por.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.9,lognormal,136.9,0.13,lognormal,160.0,0.13,lognormal,201.6,0.09
-M.MUH.1.flt.null.spm.por.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.4,normal,141.2,17.1,normal,159.1,13.6,lognormal,184.3,0.09
-M.MUH.1.flt.null.spm.por.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.2,lognormal,149.5,0.14,lognormal,175.1,0.14,normal,214.3,16.8
-M.MUH.1.flt.null.spm.por.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,21.4,normal,160.1,18.7,lognormal,188.4,0.12,normal,247.5,26.6
-M.MUH.1.flt.null.spm.por.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.6,lognormal,169.1,0.14,normal,195.3,20.6,lognormal,250.0,0.12
-M.MUH.1.flt.null.spm.por.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.2,lognormal,136.7,0.13,normal,160.0,19.0,normal,200.3,16.8
-M.MUH.1.flt.null.spm.por.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.4,normal,141.3,17.2,normal,159.1,13.5,normal,184.1,15.1
-M.MUH.1.flt.null.spm.por.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.2,lognormal,149.5,0.14,lognormal,175.1,0.14,normal,214.3,16.8
-M.MUH.1.flt.null.spm.por.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,21.4,normal,160.1,18.7,lognormal,188.4,0.12,normal,247.5,26.6
-M.MUH.1.flt.null.spm.por.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.3,27.1,normal,184.5,24.2,lognormal,224.3,0.14,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.por.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,21.1,normal,158.1,20.2,normal,192.8,25.1,lognormal,250.0,0.13
-M.MUH.1.flt.null.spm.por.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.3,lognormal,152.8,0.17,lognormal,183.0,0.14,lognormal,225.9,0.1
-M.MUH.1.flt.null.spm.por.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.2,lognormal,170.4,0.15,normal,203.2,22.7,normal,250.0,20.0
-M.MUH.1.flt.null.spm.por.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,22.5,lognormal,178.8,0.14,normal,211.7,22.2,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.por.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.3,27.1,normal,184.5,24.2,lognormal,224.3,0.14,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.por.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,21.2,normal,158.3,20.2,normal,193.0,25.1,lognormal,250.0,0.13
-M.MUH.1.flt.null.spm.por.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,22.0,lognormal,152.1,0.16,lognormal,183.9,0.15,lognormal,216.8,0.08
-M.MUH.1.flt.null.spm.por.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.2,lognormal,170.4,0.15,normal,203.2,22.7,normal,250.0,20.0
-M.MUH.1.flt.null.spm.por.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,22.5,lognormal,178.8,0.14,normal,211.7,22.2,lognormal,250.0,0.06
-M.MUH.1.flt.null.spm.por.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,22.0,normal,166.2,18.8,lognormal,191.3,0.1,lognormal,203.1,0.1
-M.MUH.1.flt.null.spm.por.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.5,lognormal,136.8,0.13,normal,157.5,17.4,lognormal,167.3,0.11
-M.MUH.1.flt.null.spm.por.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,19.5,normal,140.8,16.5,normal,154.5,13.7,lognormal,157.5,0.1
-M.MUH.1.flt.null.spm.por.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.4,normal,148.8,18.4,lognormal,172.3,0.13,normal,179.6,15.7
-M.MUH.1.flt.null.spm.por.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.7,normal,159.9,18.5,lognormal,184.0,0.11,normal,194.5,17.6
-M.MUH.1.flt.null.spm.por.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,22.0,normal,166.2,18.8,lognormal,191.3,0.1,lognormal,203.1,0.1
-M.MUH.1.flt.null.spm.por.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.5,lognormal,137.9,0.14,normal,157.8,17.1,lognormal,166.3,0.1
-M.MUH.1.flt.null.spm.por.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.4,normal,140.3,16.4,normal,154.7,13.6,normal,157.6,14.4
-M.MUH.1.flt.null.spm.por.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.3,lognormal,148.6,0.13,lognormal,172.2,0.13,normal,179.9,15.7
-M.MUH.1.flt.null.spm.por.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.7,normal,159.9,18.5,lognormal,184.0,0.11,normal,194.5,17.6
-M.MUH.1.flt.null.spm.por.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.1,24.8,lognormal,186.7,0.15,lognormal,210.3,0.11,lognormal,216.1,0.1
-M.MUH.1.flt.null.spm.por.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,20.1,lognormal,158.0,0.14,normal,180.1,18.5,lognormal,184.1,0.11
-M.MUH.1.flt.null.spm.por.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.6,lognormal,153.2,0.17,lognormal,175.1,0.13,lognormal,179.8,0.12
-M.MUH.1.flt.null.spm.por.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,21.7,lognormal,169.5,0.14,normal,192.8,20.6,lognormal,198.2,0.11
-M.MUH.1.flt.null.spm.por.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,25.3,lognormal,179.7,0.15,lognormal,204.5,0.11,normal,208.2,19.4
-M.MUH.1.flt.null.spm.por.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.1,24.8,lognormal,186.7,0.15,lognormal,210.3,0.11,lognormal,216.1,0.1
-M.MUH.1.flt.null.spm.por.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,20.8,normal,157.9,19.4,normal,180.4,19.0,lognormal,183.9,0.11
-M.MUH.1.flt.null.spm.por.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.9,lognormal,153.1,0.16,lognormal,174.4,0.12,lognormal,179.1,0.12
-M.MUH.1.flt.null.spm.por.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.3,22.3,lognormal,168.5,0.14,lognormal,192.5,0.11,lognormal,197.6,0.11
-M.MUH.1.flt.null.spm.por.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,25.3,lognormal,179.7,0.15,lognormal,204.5,0.11,normal,208.2,19.4
-M.MUH.1.gab.0.null.null.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.9,16.6,normal,161.2,14.9,lognormal,194.9,0.1
-M.MUH.1.gab.0.null.null.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.8,normal,122.2,13.2,normal,139.3,13.7,normal,170.4,16.6
-M.MUH.1.gab.0.null.null.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,116.6,13.4,normal,131.2,12.8,lognormal,159.1,0.1
-M.MUH.1.gab.0.null.null.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.4,normal,130.5,14.6,normal,148.5,14.5,lognormal,182.6,0.11
-M.MUH.1.gab.0.null.null.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.6,lognormal,138.2,0.12,normal,156.5,14.8,normal,190.8,18.2
-M.MUH.1.gab.0.null.null.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.9,16.6,normal,161.2,14.9,lognormal,194.9,0.1
-M.MUH.1.gab.0.null.null.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,normal,122.2,13.1,normal,139.2,13.6,lognormal,170.8,0.1
-M.MUH.1.gab.0.null.null.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.9,0.15,lognormal,117.3,0.13,normal,131.7,13.1,lognormal,159.3,0.1
-M.MUH.1.gab.0.null.null.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,14.5,normal,130.7,14.7,normal,148.5,14.5,lognormal,182.4,0.11
-M.MUH.1.gab.0.null.null.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.6,lognormal,138.2,0.12,normal,156.5,14.8,normal,190.8,18.2
-M.MUH.1.gab.0.null.null.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.2,0.15,lognormal,143.7,0.13,normal,164.0,17.3,lognormal,200.0,0.11
-M.MUH.1.gab.0.null.null.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,14.8,normal,126.7,15.4,lognormal,143.9,0.11,normal,176.9,18.5
-M.MUH.1.gab.0.null.null.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,13.9,normal,118.3,14.7,lognormal,135.3,0.12,lognormal,165.2,0.11
-M.MUH.1.gab.0.null.null.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.6,lognormal,134.1,0.13,lognormal,153.2,0.12,lognormal,186.9,0.12
-M.MUH.1.gab.0.null.null.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.0,0.15,normal,140.4,17.2,normal,159.8,16.9,normal,195.1,19.9
-M.MUH.1.gab.0.null.null.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,lognormal,144.0,0.13,normal,163.7,16.8,lognormal,198.6,0.11
-M.MUH.1.gab.0.null.null.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,126.4,15.3,normal,144.4,15.5,lognormal,178.3,0.12
-M.MUH.1.gab.0.null.null.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,14.1,lognormal,118.1,0.13,lognormal,135.4,0.12,normal,165.7,17.0
-M.MUH.1.gab.0.null.null.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.5,normal,134.0,16.6,normal,152.6,16.4,lognormal,186.0,0.11
-M.MUH.1.gab.0.null.null.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.15,normal,140.1,16.5,lognormal,160.0,0.11,lognormal,195.4,0.12
-M.MUH.1.gab.0.null.null.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,141.6,15.7,normal,161.6,15.5,normal,175.8,14.5
-M.MUH.1.gab.0.null.null.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.8,lognormal,123.0,0.12,normal,138.0,12.6,normal,148.9,13.2
-M.MUH.1.gab.0.null.null.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.5,0.15,normal,116.7,13.5,normal,131.1,12.4,lognormal,141.3,0.09
-M.MUH.1.gab.0.null.null.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.9,lognormal,130.6,0.12,lognormal,147.9,0.1,normal,159.5,13.3
-M.MUH.1.gab.0.null.null.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,15.7,lognormal,138.0,0.12,lognormal,155.8,0.1,normal,170.7,15.2
-M.MUH.1.gab.0.null.null.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,normal,142.3,16.1,lognormal,161.1,0.1,lognormal,177.2,0.09
-M.MUH.1.gab.0.null.null.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.3,0.14,normal,122.7,13.5,lognormal,138.3,0.1,lognormal,149.5,0.1
-M.MUH.1.gab.0.null.null.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,116.8,13.5,normal,131.6,12.9,normal,140.9,11.3
-M.MUH.1.gab.0.null.null.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.8,normal,130.4,14.2,lognormal,147.9,0.1,normal,159.1,13.0
-M.MUH.1.gab.0.null.null.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,15.8,lognormal,138.1,0.12,lognormal,156.1,0.1,lognormal,171.2,0.1
-M.MUH.1.gab.0.null.null.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.2,normal,143.1,16.8,lognormal,164.3,0.11,lognormal,184.4,0.11
-M.MUH.1.gab.0.null.null.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.9,normal,127.1,15.6,lognormal,143.7,0.11,lognormal,159.1,0.1
-M.MUH.1.gab.0.null.null.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,14.2,lognormal,118.5,0.14,lognormal,135.3,0.12,lognormal,152.2,0.11
-M.MUH.1.gab.0.null.null.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.4,0.15,lognormal,133.5,0.13,normal,151.9,15.9,lognormal,168.5,0.1
-M.MUH.1.gab.0.null.null.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,lognormal,140.4,0.13,normal,160.2,16.7,lognormal,177.8,0.1
-M.MUH.1.gab.0.null.null.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,143.0,16.7,lognormal,164.2,0.11,normal,184.2,18.0
-M.MUH.1.gab.0.null.null.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,14.7,lognormal,127.5,0.14,lognormal,143.8,0.11,lognormal,159.1,0.09
-M.MUH.1.gab.0.null.null.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,14.0,lognormal,118.3,0.14,lognormal,135.2,0.12,normal,151.4,14.7
-M.MUH.1.gab.0.null.null.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.5,lognormal,134.2,0.14,lognormal,151.9,0.11,normal,168.3,15.1
-M.MUH.1.gab.0.null.null.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,normal,140.4,17.1,normal,159.8,16.3,lognormal,177.9,0.1
-M.MUH.1.gab.0.null.null.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.8,normal,161.2,18.1,lognormal,184.9,0.1,normal,218.2,15.2
-M.MUH.1.gab.0.null.null.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.5,lognormal,134.1,0.12,normal,154.1,16.5,normal,185.9,16.6
-M.MUH.1.gab.0.null.null.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,14.9,normal,134.2,14.1,lognormal,150.8,0.09,lognormal,169.0,0.08
-M.MUH.1.gab.0.null.null.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,15.3,lognormal,144.8,0.13,lognormal,166.0,0.11,normal,195.4,13.1
-M.MUH.1.gab.0.null.null.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.7,0.13,normal,155.8,17.6,normal,178.0,17.0,normal,208.3,14.5
-M.MUH.1.gab.0.null.null.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.3,lognormal,162.6,0.12,lognormal,187.4,0.11,lognormal,225.0,0.1
-M.MUH.1.gab.0.null.null.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,134.1,0.13,normal,154.1,15.9,lognormal,183.4,0.08
-M.MUH.1.gab.0.null.null.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.2,normal,134.3,14.0,normal,150.7,13.2,lognormal,170.2,0.08
-M.MUH.1.gab.0.null.null.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,14.8,lognormal,144.9,0.13,lognormal,167.8,0.12,normal,198.2,15.5
-M.MUH.1.gab.0.null.null.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,155.6,17.9,normal,178.7,17.2,lognormal,209.6,0.08
-M.MUH.1.gab.0.null.null.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,176.3,22.5,lognormal,210.1,0.13,normal,250.3,19.3
-M.MUH.1.gab.0.null.null.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,152.5,18.1,normal,180.6,20.0,normal,205.2,16.3
-M.MUH.1.gab.0.null.null.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.3,lognormal,145.4,0.15,normal,174.3,21.1,lognormal,196.9,0.09
-M.MUH.1.gab.0.null.null.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.15,normal,162.1,19.9,normal,191.3,20.5,normal,216.7,17.0
-M.MUH.1.gab.0.null.null.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,lognormal,171.4,0.14,normal,201.9,21.9,lognormal,230.0,0.07
-M.MUH.1.gab.0.null.null.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,176.3,22.5,lognormal,210.1,0.13,normal,250.3,19.3
-M.MUH.1.gab.0.null.null.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.5,normal,152.4,17.8,normal,180.8,19.5,normal,204.6,16.3
-M.MUH.1.gab.0.null.null.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.1,normal,146.4,19.9,normal,174.4,21.5,normal,197.5,16.0
-M.MUH.1.gab.0.null.null.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,161.0,19.2,normal,192.2,21.9,normal,215.1,16.0
-M.MUH.1.gab.0.null.null.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,170.4,21.3,normal,202.3,22.0,normal,235.8,18.3
-M.MUH.1.gab.0.null.null.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,16.8,normal,160.3,16.7,normal,174.0,14.5,lognormal,176.8,0.09
-M.MUH.1.gab.0.null.null.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.2,lognormal,133.8,0.12,lognormal,146.5,0.1,normal,149.5,13.4
-M.MUH.1.gab.0.null.null.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,15.1,normal,133.5,13.7,normal,140.7,11.4,normal,141.2,11.3
-M.MUH.1.gab.0.null.null.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.7,lognormal,144.1,0.12,lognormal,156.4,0.09,lognormal,159.1,0.09
-M.MUH.1.gab.0.null.null.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.4,lognormal,154.1,0.11,lognormal,168.0,0.09,lognormal,170.5,0.09
-M.MUH.1.gab.0.null.null.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.8,0.14,normal,160.5,16.7,lognormal,174.1,0.09,normal,176.3,15.5
-M.MUH.1.gab.0.null.null.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.6,lognormal,133.9,0.12,lognormal,146.6,0.1,lognormal,149.8,0.1
-M.MUH.1.gab.0.null.null.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.8,normal,133.9,13.8,normal,140.8,11.5,normal,141.4,11.5
-M.MUH.1.gab.0.null.null.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.5,lognormal,144.1,0.12,normal,156.9,13.6,lognormal,160.0,0.09
-M.MUH.1.gab.0.null.null.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.9,0.14,normal,154.6,17.0,lognormal,168.3,0.09,lognormal,170.7,0.09
-M.MUH.1.gab.0.null.null.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,171.6,19.1,lognormal,182.5,0.1,lognormal,184.4,0.1
-M.MUH.1.gab.0.null.null.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.5,normal,149.0,15.7,lognormal,157.5,0.09,lognormal,158.6,0.09
-M.MUH.1.gab.0.null.null.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,15.4,normal,141.8,16.6,lognormal,150.1,0.1,normal,151.4,14.7
-M.MUH.1.gab.0.null.null.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.15,normal,158.2,17.3,lognormal,168.2,0.1,lognormal,169.6,0.1
-M.MUH.1.gab.0.null.null.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,18.6,normal,167.2,18.6,lognormal,175.9,0.09,normal,177.9,15.8
-M.MUH.1.gab.0.null.null.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.15,normal,172.5,19.5,lognormal,182.7,0.1,lognormal,184.4,0.1
-M.MUH.1.gab.0.null.null.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,149.5,16.6,lognormal,157.5,0.09,lognormal,158.4,0.09
-M.MUH.1.gab.0.null.null.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.1,0.15,normal,141.6,16.3,lognormal,150.4,0.11,lognormal,152.5,0.11
-M.MUH.1.gab.0.null.null.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.0,0.15,normal,158.9,18.0,lognormal,167.8,0.1,lognormal,169.3,0.1
-M.MUH.1.gab.0.null.null.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.3,normal,166.9,18.0,lognormal,175.7,0.09,lognormal,177.8,0.09
-M.MUH.1.gab.0.null.null.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,150.5,18.8,normal,176.6,18.5,normal,215.1,14.0
-M.MUH.1.gab.0.null.null.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.8,normal,127.2,14.6,lognormal,150.5,0.12,lognormal,184.6,0.09
-M.MUH.1.gab.0.null.null.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.16,normal,125.0,16.2,normal,145.3,14.8,lognormal,169.6,0.08
-M.MUH.1.gab.0.null.null.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.8,lognormal,136.6,0.13,normal,159.9,16.2,normal,196.1,14.2
-M.MUH.1.gab.0.null.null.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.8,normal,145.4,17.4,lognormal,171.7,0.12,normal,213.2,16.7
-M.MUH.1.gab.0.null.null.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,150.5,18.8,normal,176.6,18.5,normal,215.1,14.0
-M.MUH.1.gab.0.null.null.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.6,normal,127.1,14.7,normal,149.1,15.8,normal,185.1,16.3
-M.MUH.1.gab.0.null.null.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.0,0.16,normal,124.8,16.0,normal,145.6,15.3,normal,169.7,13.5
-M.MUH.1.gab.0.null.null.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.8,lognormal,136.6,0.13,normal,159.9,16.2,normal,196.1,14.2
-M.MUH.1.gab.0.null.null.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.8,normal,145.4,17.5,lognormal,172.1,0.12,normal,211.5,15.1
-M.MUH.1.gab.0.null.null.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,lognormal,155.5,0.16,normal,184.9,22.2,normal,249.2,22.1
-M.MUH.1.gab.0.null.null.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,normal,136.9,18.9,normal,164.2,21.0,normal,205.0,17.7
-M.MUH.1.gab.0.null.null.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.16,normal,126.9,17.5,lognormal,153.3,0.14,normal,195.6,16.0
-M.MUH.1.gab.0.null.null.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.6,lognormal,143.9,0.15,lognormal,173.4,0.14,lognormal,214.8,0.08
-M.MUH.1.gab.0.null.null.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.16,normal,149.7,19.5,lognormal,180.8,0.14,normal,234.9,20.1
-M.MUH.1.gab.0.null.null.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,lognormal,155.5,0.16,normal,184.9,22.2,normal,249.3,21.9
-M.MUH.1.gab.0.null.null.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,135.9,17.8,normal,163.4,20.4,normal,205.0,17.6
-M.MUH.1.gab.0.null.null.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.16,normal,127.0,17.5,normal,153.6,20.1,lognormal,196.2,0.09
-M.MUH.1.gab.0.null.null.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.6,normal,143.6,19.3,lognormal,173.1,0.14,normal,218.0,17.6
-M.MUH.1.gab.0.null.null.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.16,normal,149.8,19.7,lognormal,180.5,0.14,normal,234.8,20.4
-M.MUH.1.gab.0.null.null.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.7,normal,150.4,18.1,lognormal,171.0,0.1,lognormal,176.8,0.09
-M.MUH.1.gab.0.null.null.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.6,normal,127.7,15.0,normal,144.9,13.9,lognormal,149.6,0.09
-M.MUH.1.gab.0.null.null.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.8,0.15,normal,124.4,15.7,normal,138.2,12.1,normal,141.0,11.4
-M.MUH.1.gab.0.null.null.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,14.6,normal,135.9,15.9,lognormal,155.0,0.1,lognormal,159.8,0.09
-M.MUH.1.gab.0.null.null.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,16.0,normal,145.2,17.5,lognormal,164.3,0.1,normal,170.4,15.0
-M.MUH.1.gab.0.null.null.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.15,normal,150.9,18.7,lognormal,171.4,0.11,normal,177.7,15.5
-M.MUH.1.gab.0.null.null.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.1,normal,127.6,15.0,lognormal,144.6,0.1,lognormal,149.9,0.1
-M.MUH.1.gab.0.null.null.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,13.9,normal,124.6,15.9,normal,138.2,12.4,lognormal,141.3,0.09
-M.MUH.1.gab.0.null.null.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.7,normal,136.3,16.1,normal,154.3,13.8,normal,158.8,12.9
-M.MUH.1.gab.0.null.null.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.6,0.15,normal,145.5,17.5,lognormal,165.3,0.1,lognormal,171.0,0.09
-M.MUH.1.gab.0.null.null.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,16.9,normal,154.7,21.1,normal,176.1,18.1,lognormal,184.6,0.1
-M.MUH.1.gab.0.null.null.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.1,normal,136.0,18.2,normal,153.9,15.3,lognormal,159.7,0.1
-M.MUH.1.gab.0.null.null.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,normal,127.2,17.7,normal,145.2,15.5,lognormal,152.8,0.11
-M.MUH.1.gab.0.null.null.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.9,lognormal,144.4,0.15,normal,162.2,16.0,lognormal,169.7,0.1
-M.MUH.1.gab.0.null.null.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,normal,150.5,20.0,normal,171.9,18.3,lognormal,179.0,0.1
-M.MUH.1.gab.0.null.null.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,17.0,normal,153.7,20.2,normal,175.4,17.8,lognormal,184.4,0.11
-M.MUH.1.gab.0.null.null.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.3,normal,135.7,18.0,normal,154.3,15.5,lognormal,159.6,0.1
-M.MUH.1.gab.0.null.null.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.5,0.16,normal,127.0,17.8,lognormal,145.4,0.12,lognormal,152.5,0.11
-M.MUH.1.gab.0.null.null.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,143.3,0.15,normal,162.1,15.4,lognormal,169.7,0.1
-M.MUH.1.gab.0.null.null.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.15,normal,150.4,20.2,normal,170.7,16.7,lognormal,178.1,0.1
-M.MUH.1.gab.0.null.null.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.5,normal,160.8,17.0,lognormal,186.4,0.1,normal,217.1,15.0
-M.MUH.1.gab.0.null.null.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,134.2,0.13,normal,154.4,16.5,lognormal,184.2,0.09
-M.MUH.1.gab.0.null.null.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,14.8,normal,134.1,14.2,normal,150.9,13.3,lognormal,170.1,0.09
-M.MUH.1.gab.0.null.null.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,lognormal,144.5,0.12,lognormal,168.0,0.12,normal,198.2,16.1
-M.MUH.1.gab.0.null.null.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.6,lognormal,155.9,0.12,normal,179.4,18.4,normal,210.3,13.9
-M.MUH.1.gab.0.null.null.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.5,normal,160.8,17.0,lognormal,186.4,0.1,normal,217.1,15.0
-M.MUH.1.gab.0.null.null.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,14.6,lognormal,133.8,0.12,normal,153.7,16.2,normal,183.6,14.4
-M.MUH.1.gab.0.null.null.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.9,normal,134.4,14.2,normal,151.0,13.2,normal,169.4,13.6
-M.MUH.1.gab.0.null.null.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,14.9,lognormal,145.1,0.13,lognormal,168.3,0.12,normal,198.6,16.2
-M.MUH.1.gab.0.null.null.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.6,lognormal,155.9,0.12,normal,179.4,18.4,normal,210.3,13.9
-M.MUH.1.gab.0.null.null.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,18.6,normal,176.9,23.2,normal,210.5,25.7,lognormal,250.0,0.1
-M.MUH.1.gab.0.null.null.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.3,normal,152.0,17.9,normal,182.0,20.3,lognormal,206.6,0.1
-M.MUH.1.gab.0.null.null.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.0,0.15,normal,145.2,18.6,normal,174.7,21.5,normal,195.8,15.5
-M.MUH.1.gab.0.null.null.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,17.3,normal,161.2,18.8,normal,192.5,19.9,normal,219.5,18.6
-M.MUH.1.gab.0.null.null.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,171.6,21.5,lognormal,203.9,0.12,normal,235.5,19.0
-M.MUH.1.gab.0.null.null.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,18.7,lognormal,178.0,0.15,normal,210.5,25.7,lognormal,250.0,0.1
-M.MUH.1.gab.0.null.null.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,153.1,18.7,normal,180.9,19.2,lognormal,206.1,0.09
-M.MUH.1.gab.0.null.null.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.5,0.15,normal,145.4,19.0,normal,175.5,21.2,normal,195.4,15.5
-M.MUH.1.gab.0.null.null.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,17.2,normal,162.1,19.6,normal,193.3,21.4,normal,217.9,18.1
-M.MUH.1.gab.0.null.null.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,171.6,21.5,lognormal,203.9,0.12,normal,235.5,19.0
-M.MUH.1.gab.0.null.null.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,16.5,normal,160.3,16.9,lognormal,173.8,0.09,lognormal,176.2,0.09
-M.MUH.1.gab.0.null.null.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,14.5,lognormal,134.3,0.13,normal,146.6,13.4,normal,149.3,13.4
-M.MUH.1.gab.0.null.null.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.9,normal,133.5,13.7,lognormal,140.9,0.09,lognormal,141.6,0.09
-M.MUH.1.gab.0.null.null.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,15.4,normal,144.6,16.6,normal,156.7,13.5,lognormal,159.6,0.09
-M.MUH.1.gab.0.null.null.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,15.8,normal,155.3,17.3,normal,168.6,14.8,lognormal,171.4,0.09
-M.MUH.1.gab.0.null.null.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,16.5,normal,160.3,16.9,lognormal,173.7,0.09,lognormal,176.1,0.09
-M.MUH.1.gab.0.null.null.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.4,lognormal,134.1,0.12,lognormal,146.7,0.1,lognormal,149.6,0.1
-M.MUH.1.gab.0.null.null.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.0,normal,133.6,13.9,lognormal,141.1,0.09,lognormal,141.9,0.09
-M.MUH.1.gab.0.null.null.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,lognormal,144.6,0.12,normal,156.1,12.8,lognormal,159.1,0.09
-M.MUH.1.gab.0.null.null.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,16.1,normal,155.0,17.3,normal,168.4,15.0,normal,171.2,15.2
-M.MUH.1.gab.0.null.null.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,19.0,normal,171.4,19.1,lognormal,180.9,0.09,lognormal,183.3,0.1
-M.MUH.1.gab.0.null.null.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,149.6,16.1,lognormal,157.6,0.09,lognormal,158.7,0.09
-M.MUH.1.gab.0.null.null.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,15.4,normal,141.4,16.2,lognormal,150.0,0.1,normal,151.3,14.8
-M.MUH.1.gab.0.null.null.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,158.9,17.8,lognormal,167.1,0.09,lognormal,168.3,0.09
-M.MUH.1.gab.0.null.null.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.5,0.15,normal,167.0,18.3,lognormal,175.5,0.09,lognormal,178.0,0.1
-M.MUH.1.gab.0.null.null.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,19.0,normal,171.4,19.1,lognormal,180.9,0.09,lognormal,183.3,0.1
-M.MUH.1.gab.0.null.null.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.6,normal,149.1,16.1,lognormal,157.9,0.09,lognormal,159.1,0.09
-M.MUH.1.gab.0.null.null.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.9,0.15,normal,141.9,16.7,lognormal,150.4,0.1,lognormal,152.3,0.11
-M.MUH.1.gab.0.null.null.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.8,0.15,normal,159.0,17.3,lognormal,167.7,0.09,normal,169.0,15.0
-M.MUH.1.gab.0.null.null.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.5,0.15,normal,167.2,18.1,lognormal,175.7,0.09,lognormal,178.0,0.1
-M.MUH.1.gab.1.null.null.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.9,16.6,normal,161.2,14.9,lognormal,194.9,0.1
-M.MUH.1.gab.1.null.null.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.8,normal,122.2,13.2,normal,139.3,13.7,normal,170.4,16.6
-M.MUH.1.gab.1.null.null.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,116.6,13.4,normal,131.2,12.8,lognormal,159.1,0.1
-M.MUH.1.gab.1.null.null.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.4,normal,130.5,14.6,normal,148.5,14.5,lognormal,182.6,0.11
-M.MUH.1.gab.1.null.null.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.6,lognormal,138.2,0.12,normal,156.5,14.8,normal,190.8,18.2
-M.MUH.1.gab.1.null.null.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.9,16.6,normal,161.2,14.9,lognormal,194.9,0.1
-M.MUH.1.gab.1.null.null.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,normal,122.2,13.1,normal,139.2,13.6,lognormal,170.8,0.1
-M.MUH.1.gab.1.null.null.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.9,0.15,lognormal,117.3,0.13,normal,131.7,13.1,lognormal,159.3,0.1
-M.MUH.1.gab.1.null.null.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,14.5,normal,130.7,14.7,normal,148.5,14.5,lognormal,182.4,0.11
-M.MUH.1.gab.1.null.null.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.6,lognormal,138.2,0.12,normal,156.5,14.8,normal,190.8,18.2
-M.MUH.1.gab.1.null.null.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.2,0.15,lognormal,143.7,0.13,normal,164.0,17.3,lognormal,200.0,0.11
-M.MUH.1.gab.1.null.null.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,14.8,normal,126.7,15.4,lognormal,143.9,0.11,normal,176.9,18.5
-M.MUH.1.gab.1.null.null.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,13.9,normal,118.3,14.7,lognormal,135.3,0.12,lognormal,165.2,0.11
-M.MUH.1.gab.1.null.null.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.6,lognormal,134.1,0.13,lognormal,153.2,0.12,lognormal,186.9,0.12
-M.MUH.1.gab.1.null.null.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.0,0.15,normal,140.4,17.2,normal,159.8,16.9,normal,195.1,19.9
-M.MUH.1.gab.1.null.null.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,lognormal,144.0,0.13,normal,163.7,16.8,lognormal,198.6,0.11
-M.MUH.1.gab.1.null.null.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,126.4,15.3,normal,144.4,15.5,lognormal,178.3,0.12
-M.MUH.1.gab.1.null.null.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,14.1,lognormal,118.1,0.13,lognormal,135.4,0.12,normal,165.7,17.0
-M.MUH.1.gab.1.null.null.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.5,normal,134.0,16.6,normal,152.6,16.4,lognormal,186.0,0.11
-M.MUH.1.gab.1.null.null.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.15,normal,140.1,16.5,lognormal,160.0,0.11,lognormal,195.4,0.12
-M.MUH.1.gab.1.null.null.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,141.6,15.7,normal,161.6,15.5,normal,175.8,14.5
-M.MUH.1.gab.1.null.null.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.8,lognormal,123.0,0.12,normal,138.0,12.6,normal,148.9,13.2
-M.MUH.1.gab.1.null.null.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.5,0.15,normal,116.7,13.5,normal,131.1,12.4,lognormal,141.3,0.09
-M.MUH.1.gab.1.null.null.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.9,lognormal,130.6,0.12,lognormal,147.9,0.1,normal,159.5,13.3
-M.MUH.1.gab.1.null.null.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,15.7,lognormal,138.0,0.12,lognormal,155.8,0.1,normal,170.7,15.2
-M.MUH.1.gab.1.null.null.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,normal,142.3,16.1,lognormal,161.1,0.1,lognormal,177.2,0.09
-M.MUH.1.gab.1.null.null.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.3,0.14,normal,122.7,13.5,lognormal,138.3,0.1,lognormal,149.5,0.1
-M.MUH.1.gab.1.null.null.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,116.8,13.5,normal,131.6,12.9,normal,140.9,11.3
-M.MUH.1.gab.1.null.null.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.8,normal,130.4,14.2,lognormal,147.9,0.1,normal,159.1,13.0
-M.MUH.1.gab.1.null.null.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,15.8,lognormal,138.1,0.12,lognormal,156.1,0.1,lognormal,171.2,0.1
-M.MUH.1.gab.1.null.null.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.2,normal,143.1,16.8,lognormal,164.3,0.11,lognormal,184.4,0.11
-M.MUH.1.gab.1.null.null.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.9,normal,127.1,15.6,lognormal,143.7,0.11,lognormal,159.1,0.1
-M.MUH.1.gab.1.null.null.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,14.2,lognormal,118.5,0.14,lognormal,135.3,0.12,lognormal,152.2,0.11
-M.MUH.1.gab.1.null.null.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.4,0.15,lognormal,133.5,0.13,normal,151.9,15.9,lognormal,168.5,0.1
-M.MUH.1.gab.1.null.null.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,lognormal,140.4,0.13,normal,160.2,16.7,lognormal,177.8,0.1
-M.MUH.1.gab.1.null.null.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,143.0,16.7,lognormal,164.2,0.11,normal,184.2,18.0
-M.MUH.1.gab.1.null.null.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,14.7,lognormal,127.5,0.14,lognormal,143.8,0.11,lognormal,159.1,0.09
-M.MUH.1.gab.1.null.null.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,14.0,lognormal,118.3,0.14,lognormal,135.2,0.12,normal,151.4,14.7
-M.MUH.1.gab.1.null.null.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.5,lognormal,134.2,0.14,lognormal,151.9,0.11,normal,168.3,15.1
-M.MUH.1.gab.1.null.null.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,normal,140.4,17.1,normal,159.8,16.3,lognormal,177.9,0.1
-M.MUH.1.gab.1.null.null.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.8,normal,161.2,18.1,lognormal,184.9,0.1,normal,218.2,15.2
-M.MUH.1.gab.1.null.null.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.5,lognormal,134.1,0.12,normal,154.1,16.5,normal,185.9,16.6
-M.MUH.1.gab.1.null.null.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,14.9,normal,134.2,14.1,lognormal,150.8,0.09,lognormal,169.0,0.08
-M.MUH.1.gab.1.null.null.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,15.3,lognormal,144.8,0.13,lognormal,166.0,0.11,normal,195.4,13.1
-M.MUH.1.gab.1.null.null.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.7,0.13,normal,155.8,17.6,normal,178.0,17.0,normal,208.3,14.5
-M.MUH.1.gab.1.null.null.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.3,lognormal,162.6,0.12,lognormal,187.4,0.11,lognormal,225.0,0.1
-M.MUH.1.gab.1.null.null.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,134.1,0.13,normal,154.1,15.9,lognormal,183.4,0.08
-M.MUH.1.gab.1.null.null.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.2,normal,134.3,14.0,normal,150.7,13.2,lognormal,170.2,0.08
-M.MUH.1.gab.1.null.null.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,14.8,lognormal,144.9,0.13,lognormal,167.8,0.12,normal,198.2,15.5
-M.MUH.1.gab.1.null.null.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,155.6,17.9,normal,178.7,17.2,lognormal,209.6,0.08
-M.MUH.1.gab.1.null.null.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,176.3,22.5,lognormal,210.1,0.13,normal,250.3,19.3
-M.MUH.1.gab.1.null.null.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,152.5,18.1,normal,180.6,20.0,normal,205.2,16.3
-M.MUH.1.gab.1.null.null.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.3,lognormal,145.4,0.15,normal,174.3,21.1,lognormal,196.9,0.09
-M.MUH.1.gab.1.null.null.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.15,normal,162.1,19.9,normal,191.3,20.5,normal,216.7,17.0
-M.MUH.1.gab.1.null.null.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,lognormal,171.4,0.14,normal,201.9,21.9,lognormal,230.0,0.07
-M.MUH.1.gab.1.null.null.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,176.3,22.5,lognormal,210.1,0.13,normal,250.3,19.3
-M.MUH.1.gab.1.null.null.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.5,normal,152.4,17.8,normal,180.8,19.5,normal,204.6,16.3
-M.MUH.1.gab.1.null.null.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.1,normal,146.4,19.9,normal,174.4,21.5,normal,197.5,16.0
-M.MUH.1.gab.1.null.null.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,161.0,19.2,normal,192.2,21.9,normal,215.1,16.0
-M.MUH.1.gab.1.null.null.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,170.4,21.3,normal,202.3,22.0,normal,235.8,18.3
-M.MUH.1.gab.1.null.null.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,16.8,normal,160.3,16.7,normal,174.0,14.5,lognormal,176.8,0.09
-M.MUH.1.gab.1.null.null.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.2,lognormal,133.8,0.12,lognormal,146.5,0.1,normal,149.5,13.4
-M.MUH.1.gab.1.null.null.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,15.1,normal,133.5,13.7,normal,140.7,11.4,normal,141.2,11.3
-M.MUH.1.gab.1.null.null.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.7,lognormal,144.1,0.12,lognormal,156.4,0.09,lognormal,159.1,0.09
-M.MUH.1.gab.1.null.null.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.4,lognormal,154.1,0.11,lognormal,168.0,0.09,lognormal,170.5,0.09
-M.MUH.1.gab.1.null.null.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.8,0.14,normal,160.5,16.7,lognormal,174.1,0.09,normal,176.3,15.5
-M.MUH.1.gab.1.null.null.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.6,lognormal,133.9,0.12,lognormal,146.6,0.1,lognormal,149.8,0.1
-M.MUH.1.gab.1.null.null.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.8,normal,133.9,13.8,normal,140.8,11.5,normal,141.4,11.5
-M.MUH.1.gab.1.null.null.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.5,lognormal,144.1,0.12,normal,156.9,13.6,lognormal,160.0,0.09
-M.MUH.1.gab.1.null.null.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.9,0.14,normal,154.6,17.0,lognormal,168.3,0.09,lognormal,170.7,0.09
-M.MUH.1.gab.1.null.null.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,171.6,19.1,lognormal,182.5,0.1,lognormal,184.4,0.1
-M.MUH.1.gab.1.null.null.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.5,normal,149.0,15.7,lognormal,157.5,0.09,lognormal,158.6,0.09
-M.MUH.1.gab.1.null.null.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,15.4,normal,141.8,16.6,lognormal,150.1,0.1,normal,151.4,14.7
-M.MUH.1.gab.1.null.null.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.15,normal,158.2,17.3,lognormal,168.2,0.1,lognormal,169.6,0.1
-M.MUH.1.gab.1.null.null.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,18.6,normal,167.2,18.6,lognormal,175.9,0.09,normal,177.9,15.8
-M.MUH.1.gab.1.null.null.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.15,normal,172.5,19.5,lognormal,182.7,0.1,lognormal,184.4,0.1
-M.MUH.1.gab.1.null.null.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,149.5,16.6,lognormal,157.5,0.09,lognormal,158.4,0.09
-M.MUH.1.gab.1.null.null.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.1,0.15,normal,141.6,16.3,lognormal,150.4,0.11,lognormal,152.5,0.11
-M.MUH.1.gab.1.null.null.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.0,0.15,normal,158.9,18.0,lognormal,167.8,0.1,lognormal,169.3,0.1
-M.MUH.1.gab.1.null.null.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.3,normal,166.9,18.0,lognormal,175.7,0.09,lognormal,177.8,0.09
-M.MUH.1.gab.1.null.null.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,150.5,18.8,normal,176.6,18.5,normal,215.1,14.0
-M.MUH.1.gab.1.null.null.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.8,normal,127.2,14.6,lognormal,150.5,0.12,lognormal,184.6,0.09
-M.MUH.1.gab.1.null.null.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.16,normal,125.0,16.2,normal,145.3,14.8,lognormal,169.6,0.08
-M.MUH.1.gab.1.null.null.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.8,lognormal,136.6,0.13,normal,159.9,16.2,normal,196.1,14.2
-M.MUH.1.gab.1.null.null.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.8,normal,145.4,17.4,lognormal,171.7,0.12,normal,213.2,16.7
-M.MUH.1.gab.1.null.null.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,150.5,18.8,normal,176.6,18.5,normal,215.1,14.0
-M.MUH.1.gab.1.null.null.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.6,normal,127.1,14.7,normal,149.1,15.8,normal,185.1,16.3
-M.MUH.1.gab.1.null.null.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.0,0.16,normal,124.8,16.0,normal,145.6,15.3,normal,169.7,13.5
-M.MUH.1.gab.1.null.null.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.8,lognormal,136.6,0.13,normal,159.9,16.2,normal,196.1,14.2
-M.MUH.1.gab.1.null.null.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.8,normal,145.4,17.5,lognormal,172.1,0.12,normal,211.5,15.1
-M.MUH.1.gab.1.null.null.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,lognormal,155.5,0.16,normal,184.9,22.2,normal,249.2,22.1
-M.MUH.1.gab.1.null.null.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,normal,136.9,18.9,normal,164.2,21.0,normal,205.0,17.7
-M.MUH.1.gab.1.null.null.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.16,normal,126.9,17.5,lognormal,153.3,0.14,normal,195.6,16.0
-M.MUH.1.gab.1.null.null.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.6,lognormal,143.9,0.15,lognormal,173.4,0.14,lognormal,214.8,0.08
-M.MUH.1.gab.1.null.null.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.16,normal,149.7,19.5,lognormal,180.8,0.14,normal,234.9,20.1
-M.MUH.1.gab.1.null.null.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,lognormal,155.5,0.16,normal,184.9,22.2,normal,249.3,21.9
-M.MUH.1.gab.1.null.null.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,135.9,17.8,normal,163.4,20.4,normal,205.0,17.6
-M.MUH.1.gab.1.null.null.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.16,normal,127.0,17.5,normal,153.6,20.1,lognormal,196.2,0.09
-M.MUH.1.gab.1.null.null.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.6,normal,143.6,19.3,lognormal,173.1,0.14,normal,218.0,17.6
-M.MUH.1.gab.1.null.null.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.16,normal,149.8,19.7,lognormal,180.5,0.14,normal,234.8,20.4
-M.MUH.1.gab.1.null.null.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.7,normal,150.4,18.1,lognormal,171.0,0.1,lognormal,176.8,0.09
-M.MUH.1.gab.1.null.null.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.6,normal,127.7,15.0,normal,144.9,13.9,lognormal,149.6,0.09
-M.MUH.1.gab.1.null.null.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.8,0.15,normal,124.4,15.7,normal,138.2,12.1,normal,141.0,11.4
-M.MUH.1.gab.1.null.null.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,14.6,normal,135.9,15.9,lognormal,155.0,0.1,lognormal,159.8,0.09
-M.MUH.1.gab.1.null.null.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,16.0,normal,145.2,17.5,lognormal,164.3,0.1,normal,170.4,15.0
-M.MUH.1.gab.1.null.null.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.15,normal,150.9,18.7,lognormal,171.4,0.11,normal,177.7,15.5
-M.MUH.1.gab.1.null.null.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.1,normal,127.6,15.0,lognormal,144.6,0.1,lognormal,149.9,0.1
-M.MUH.1.gab.1.null.null.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,13.9,normal,124.6,15.9,normal,138.2,12.4,lognormal,141.3,0.09
-M.MUH.1.gab.1.null.null.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.7,normal,136.3,16.1,normal,154.3,13.8,normal,158.8,12.9
-M.MUH.1.gab.1.null.null.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.6,0.15,normal,145.5,17.5,lognormal,165.3,0.1,lognormal,171.0,0.09
-M.MUH.1.gab.1.null.null.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,16.9,normal,154.7,21.1,normal,176.1,18.1,lognormal,184.6,0.1
-M.MUH.1.gab.1.null.null.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.1,normal,136.0,18.2,normal,153.9,15.3,lognormal,159.7,0.1
-M.MUH.1.gab.1.null.null.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,normal,127.2,17.7,normal,145.2,15.5,lognormal,152.8,0.11
-M.MUH.1.gab.1.null.null.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.9,lognormal,144.4,0.15,normal,162.2,16.0,lognormal,169.7,0.1
-M.MUH.1.gab.1.null.null.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,normal,150.5,20.0,normal,171.9,18.3,lognormal,179.0,0.1
-M.MUH.1.gab.1.null.null.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,17.0,normal,153.7,20.2,normal,175.4,17.8,lognormal,184.4,0.11
-M.MUH.1.gab.1.null.null.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.3,normal,135.7,18.0,normal,154.3,15.5,lognormal,159.6,0.1
-M.MUH.1.gab.1.null.null.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.5,0.16,normal,127.0,17.8,lognormal,145.4,0.12,lognormal,152.5,0.11
-M.MUH.1.gab.1.null.null.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,143.3,0.15,normal,162.1,15.4,lognormal,169.7,0.1
-M.MUH.1.gab.1.null.null.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.15,normal,150.4,20.2,normal,170.7,16.7,lognormal,178.1,0.1
-M.MUH.1.gab.1.null.null.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.5,normal,160.8,17.0,lognormal,186.4,0.1,normal,217.1,15.0
-M.MUH.1.gab.1.null.null.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,134.2,0.13,normal,154.4,16.5,lognormal,184.2,0.09
-M.MUH.1.gab.1.null.null.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,14.8,normal,134.1,14.2,normal,150.9,13.3,lognormal,170.1,0.09
-M.MUH.1.gab.1.null.null.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,lognormal,144.5,0.12,lognormal,168.0,0.12,normal,198.2,16.1
-M.MUH.1.gab.1.null.null.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.6,lognormal,155.9,0.12,normal,179.4,18.4,normal,210.3,13.9
-M.MUH.1.gab.1.null.null.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.5,normal,160.8,17.0,lognormal,186.4,0.1,normal,217.1,15.0
-M.MUH.1.gab.1.null.null.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,14.6,lognormal,133.8,0.12,normal,153.7,16.2,normal,183.6,14.4
-M.MUH.1.gab.1.null.null.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.9,normal,134.4,14.2,normal,151.0,13.2,normal,169.4,13.6
-M.MUH.1.gab.1.null.null.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,14.9,lognormal,145.1,0.13,lognormal,168.3,0.12,normal,198.6,16.2
-M.MUH.1.gab.1.null.null.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.6,lognormal,155.9,0.12,normal,179.4,18.4,normal,210.3,13.9
-M.MUH.1.gab.1.null.null.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,18.6,normal,176.9,23.2,normal,210.5,25.7,lognormal,250.0,0.1
-M.MUH.1.gab.1.null.null.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.3,normal,152.0,17.9,normal,182.0,20.3,lognormal,206.6,0.1
-M.MUH.1.gab.1.null.null.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.0,0.15,normal,145.2,18.6,normal,174.7,21.5,normal,195.8,15.5
-M.MUH.1.gab.1.null.null.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,17.3,normal,161.2,18.8,normal,192.5,19.9,normal,219.5,18.6
-M.MUH.1.gab.1.null.null.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,171.6,21.5,lognormal,203.9,0.12,normal,235.5,19.0
-M.MUH.1.gab.1.null.null.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,18.7,lognormal,178.0,0.15,normal,210.5,25.7,lognormal,250.0,0.1
-M.MUH.1.gab.1.null.null.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,153.1,18.7,normal,180.9,19.2,lognormal,206.1,0.09
-M.MUH.1.gab.1.null.null.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.5,0.15,normal,145.4,19.0,normal,175.5,21.2,normal,195.4,15.5
-M.MUH.1.gab.1.null.null.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,17.2,normal,162.1,19.6,normal,193.3,21.4,normal,217.9,18.1
-M.MUH.1.gab.1.null.null.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,171.6,21.5,lognormal,203.9,0.12,normal,235.5,19.0
-M.MUH.1.gab.1.null.null.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,16.5,normal,160.3,16.9,lognormal,173.8,0.09,lognormal,176.2,0.09
-M.MUH.1.gab.1.null.null.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,14.5,lognormal,134.3,0.13,normal,146.6,13.4,normal,149.3,13.4
-M.MUH.1.gab.1.null.null.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.9,normal,133.5,13.7,lognormal,140.9,0.09,lognormal,141.6,0.09
-M.MUH.1.gab.1.null.null.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,15.4,normal,144.6,16.6,normal,156.7,13.5,lognormal,159.6,0.09
-M.MUH.1.gab.1.null.null.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,15.8,normal,155.3,17.3,normal,168.6,14.8,lognormal,171.4,0.09
-M.MUH.1.gab.1.null.null.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,16.5,normal,160.3,16.9,lognormal,173.7,0.09,lognormal,176.1,0.09
-M.MUH.1.gab.1.null.null.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.4,lognormal,134.1,0.12,lognormal,146.7,0.1,lognormal,149.6,0.1
-M.MUH.1.gab.1.null.null.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.0,normal,133.6,13.9,lognormal,141.1,0.09,lognormal,141.9,0.09
-M.MUH.1.gab.1.null.null.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,lognormal,144.6,0.12,normal,156.1,12.8,lognormal,159.1,0.09
-M.MUH.1.gab.1.null.null.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,16.1,normal,155.0,17.3,normal,168.4,15.0,normal,171.2,15.2
-M.MUH.1.gab.1.null.null.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,19.0,normal,171.4,19.1,lognormal,180.9,0.09,lognormal,183.3,0.1
-M.MUH.1.gab.1.null.null.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,149.6,16.1,lognormal,157.6,0.09,lognormal,158.7,0.09
-M.MUH.1.gab.1.null.null.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,15.4,normal,141.4,16.2,lognormal,150.0,0.1,normal,151.3,14.8
-M.MUH.1.gab.1.null.null.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,158.9,17.8,lognormal,167.1,0.09,lognormal,168.3,0.09
-M.MUH.1.gab.1.null.null.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.5,0.15,normal,167.0,18.3,lognormal,175.5,0.09,lognormal,178.0,0.1
-M.MUH.1.gab.1.null.null.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,19.0,normal,171.4,19.1,lognormal,180.9,0.09,lognormal,183.3,0.1
-M.MUH.1.gab.1.null.null.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.6,normal,149.1,16.1,lognormal,157.9,0.09,lognormal,159.1,0.09
-M.MUH.1.gab.1.null.null.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.9,0.15,normal,141.9,16.7,lognormal,150.4,0.1,lognormal,152.3,0.11
-M.MUH.1.gab.1.null.null.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.8,0.15,normal,159.0,17.3,lognormal,167.7,0.09,normal,169.0,15.0
-M.MUH.1.gab.1.null.null.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.5,0.15,normal,167.2,18.1,lognormal,175.7,0.09,lognormal,178.0,0.1
-M.MUH.1.hip.0.null.null.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.6,normal,153.0,17.1,normal,174.3,17.3,lognormal,217.0,0.1
-M.MUH.1.hip.0.null.null.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,normal,129.1,14.3,lognormal,147.0,0.11,lognormal,180.7,0.09
-M.MUH.1.hip.0.null.null.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.9,0.15,normal,126.3,15.0,normal,140.1,13.4,normal,164.7,13.4
-M.MUH.1.hip.0.null.null.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.14,lognormal,139.2,0.13,normal,156.9,14.9,lognormal,194.6,0.09
-M.MUH.1.hip.0.null.null.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.9,normal,147.4,16.3,normal,168.1,17.2,lognormal,207.8,0.09
-M.MUH.1.hip.0.null.null.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.6,normal,153.0,17.1,normal,174.3,17.3,lognormal,217.0,0.1
-M.MUH.1.hip.0.null.null.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.9,normal,129.0,13.9,lognormal,146.7,0.11,normal,181.1,15.8
-M.MUH.1.hip.0.null.null.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.9,0.15,normal,126.2,14.9,normal,140.1,13.4,lognormal,164.9,0.09
-M.MUH.1.hip.0.null.null.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,138.9,16.1,normal,156.8,14.8,lognormal,194.4,0.09
-M.MUH.1.hip.0.null.null.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.8,normal,147.1,16.2,lognormal,168.1,0.11,normal,206.8,16.5
-M.MUH.1.hip.0.null.null.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.8,lognormal,157.9,0.14,normal,181.1,20.6,normal,223.7,21.9
-M.MUH.1.hip.0.null.null.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.6,0.15,normal,137.1,16.2,normal,156.8,16.7,normal,193.1,17.3
-M.MUH.1.hip.0.null.null.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.4,normal,128.5,16.1,normal,148.0,17.1,lognormal,184.9,0.1
-M.MUH.1.hip.0.null.null.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.4,lognormal,146.4,0.14,normal,165.2,16.7,lognormal,203.4,0.1
-M.MUH.1.hip.0.null.null.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.3,normal,153.2,18.9,lognormal,175.2,0.12,normal,213.1,17.0
-M.MUH.1.hip.0.null.null.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.8,lognormal,157.9,0.14,normal,181.1,20.6,normal,223.7,21.9
-M.MUH.1.hip.0.null.null.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.6,0.15,normal,137.8,16.8,normal,156.7,16.4,normal,192.7,17.1
-M.MUH.1.hip.0.null.null.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.4,normal,128.6,16.5,normal,146.7,15.6,lognormal,185.9,0.11
-M.MUH.1.hip.0.null.null.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,lognormal,146.3,0.14,lognormal,165.7,0.11,normal,202.9,17.8
-M.MUH.1.hip.0.null.null.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.4,normal,153.3,18.9,lognormal,175.2,0.12,normal,213.2,16.9
-M.MUH.1.hip.0.null.null.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,17.0,normal,153.6,17.6,normal,173.5,16.1,lognormal,187.5,0.09
-M.MUH.1.hip.0.null.null.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,14.3,normal,129.2,14.0,normal,146.5,14.3,lognormal,158.3,0.09
-M.MUH.1.hip.0.null.null.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.8,0.15,normal,126.3,14.7,lognormal,140.2,0.1,normal,149.0,12.0
-M.MUH.1.hip.0.null.null.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.5,15.7,normal,156.8,14.5,lognormal,169.3,0.09
-M.MUH.1.hip.0.null.null.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.8,0.14,normal,147.8,16.6,normal,166.6,15.2,lognormal,180.8,0.09
-M.MUH.1.hip.0.null.null.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,16.8,normal,152.9,17.2,normal,173.9,16.5,lognormal,187.6,0.09
-M.MUH.1.hip.0.null.null.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,14.4,lognormal,129.6,0.12,normal,146.0,13.5,normal,157.8,13.2
-M.MUH.1.hip.0.null.null.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.8,0.15,normal,125.8,14.3,normal,140.4,13.4,normal,149.2,12.1
-M.MUH.1.hip.0.null.null.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,lognormal,138.6,0.12,lognormal,157.2,0.1,lognormal,170.3,0.09
-M.MUH.1.hip.0.null.null.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,15.7,normal,147.7,16.4,lognormal,167.3,0.1,normal,180.3,14.5
-M.MUH.1.hip.0.null.null.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.7,normal,158.4,20.4,normal,177.9,17.9,normal,195.3,17.6
-M.MUH.1.hip.0.null.null.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,137.6,16.4,normal,155.5,15.3,lognormal,168.7,0.1
-M.MUH.1.hip.0.null.null.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.6,normal,128.9,16.2,normal,146.2,15.6,lognormal,161.3,0.11
-M.MUH.1.hip.0.null.null.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.6,lognormal,146.5,0.14,normal,165.0,16.8,lognormal,179.7,0.1
-M.MUH.1.hip.0.null.null.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.4,0.15,normal,153.2,19.0,normal,173.7,17.8,lognormal,189.3,0.1
-M.MUH.1.hip.0.null.null.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.7,normal,158.4,20.4,normal,177.9,17.9,normal,195.3,17.6
-M.MUH.1.hip.0.null.null.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,137.7,17.0,normal,155.5,15.1,lognormal,168.7,0.1
-M.MUH.1.hip.0.null.null.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.6,0.15,normal,128.6,16.1,normal,146.5,16.0,normal,160.7,15.7
-M.MUH.1.hip.0.null.null.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,16.5,lognormal,146.9,0.14,normal,164.8,16.4,lognormal,179.3,0.1
-M.MUH.1.hip.0.null.null.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.5,0.15,lognormal,153.8,0.14,normal,173.5,17.5,lognormal,189.6,0.1
-M.MUH.1.hip.0.null.null.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,17.8,normal,165.6,17.7,lognormal,191.5,0.11,normal,234.6,20.7
-M.MUH.1.hip.0.null.null.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,normal,136.1,15.5,normal,156.2,16.4,normal,193.7,15.1
-M.MUH.1.hip.0.null.null.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.4,normal,138.4,14.5,lognormal,153.5,0.09,normal,183.5,15.9
-M.MUH.1.hip.0.null.null.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.14,lognormal,149.2,0.13,lognormal,170.8,0.12,normal,209.3,17.1
-M.MUH.1.hip.0.null.null.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.1,0.13,normal,158.9,17.3,lognormal,182.7,0.11,normal,221.2,15.6
-M.MUH.1.hip.0.null.null.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,17.8,normal,165.6,17.7,lognormal,191.5,0.11,normal,234.6,20.7
-M.MUH.1.hip.0.null.null.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,137.0,0.13,normal,155.9,16.3,normal,193.3,16.0
-M.MUH.1.hip.0.null.null.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.3,normal,138.4,14.4,normal,153.6,13.5,normal,183.3,15.9
-M.MUH.1.hip.0.null.null.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.0,lognormal,148.9,0.13,lognormal,170.8,0.12,normal,209.9,17.8
-M.MUH.1.hip.0.null.null.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.6,normal,158.8,17.1,lognormal,182.8,0.11,normal,222.6,16.6
-M.MUH.1.hip.0.null.null.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.5,0.15,normal,182.9,22.5,normal,217.8,27.1,lognormal,250.0,0.06
-M.MUH.1.hip.0.null.null.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,16.8,lognormal,157.4,0.13,normal,186.7,21.5,normal,225.1,16.2
-M.MUH.1.hip.0.null.null.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.5,lognormal,152.7,0.15,normal,177.4,21.7,lognormal,210.0,0.07
-M.MUH.1.hip.0.null.null.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,17.9,normal,166.2,18.9,normal,197.4,22.1,lognormal,250.0,0.09
-M.MUH.1.hip.0.null.null.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.4,normal,177.5,21.3,normal,212.0,26.1,lognormal,250.0,0.06
-M.MUH.1.hip.0.null.null.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.8,19.5,normal,183.8,23.5,lognormal,226.7,0.17,lognormal,250.0,0.06
-M.MUH.1.hip.0.null.null.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,16.8,lognormal,157.6,0.13,normal,186.4,21.2,lognormal,235.0,0.1
-M.MUH.1.hip.0.null.null.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,16.8,lognormal,152.5,0.15,normal,178.5,22.4,lognormal,211.3,0.08
-M.MUH.1.hip.0.null.null.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.7,normal,166.7,19.2,normal,198.8,23.2,lognormal,250.0,0.08
-M.MUH.1.hip.0.null.null.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.4,normal,177.5,21.3,normal,212.0,26.1,lognormal,250.0,0.06
-M.MUH.1.hip.0.null.null.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,17.4,lognormal,165.3,0.12,normal,181.6,14.2,lognormal,187.3,0.09
-M.MUH.1.hip.0.null.null.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.14,lognormal,136.6,0.13,normal,152.5,14.7,normal,158.0,13.1
-M.MUH.1.hip.0.null.null.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,15.9,normal,137.6,13.8,lognormal,147.6,0.09,lognormal,149.6,0.09
-M.MUH.1.hip.0.null.null.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.3,0.13,lognormal,148.2,0.13,lognormal,163.7,0.1,lognormal,170.0,0.09
-M.MUH.1.hip.0.null.null.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.1,normal,158.1,16.9,normal,175.0,15.2,lognormal,180.8,0.09
-M.MUH.1.hip.0.null.null.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.13,lognormal,165.3,0.12,normal,181.3,14.3,lognormal,187.6,0.09
-M.MUH.1.hip.0.null.null.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.14,lognormal,136.8,0.13,normal,152.5,14.4,lognormal,158.1,0.09
-M.MUH.1.hip.0.null.null.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.6,normal,137.9,14.1,normal,147.0,11.7,normal,149.0,12.3
-M.MUH.1.hip.0.null.null.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.13,normal,148.3,17.0,normal,163.1,14.5,lognormal,169.6,0.09
-M.MUH.1.hip.0.null.null.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.0,normal,158.3,17.1,normal,175.0,15.1,normal,179.7,14.5
-M.MUH.1.hip.0.null.null.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.3,21.1,normal,179.1,19.6,lognormal,192.7,0.1,lognormal,195.5,0.1
-M.MUH.1.hip.0.null.null.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.7,0.14,normal,155.3,16.5,normal,166.4,14.7,lognormal,169.3,0.1
-M.MUH.1.hip.0.null.null.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.5,normal,148.2,17.6,lognormal,158.4,0.11,lognormal,161.1,0.11
-M.MUH.1.hip.0.null.null.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.9,0.15,normal,164.3,17.2,lognormal,175.5,0.09,lognormal,178.2,0.09
-M.MUH.1.hip.0.null.null.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.9,normal,174.1,18.7,normal,185.7,16.6,normal,189.1,16.9
-M.MUH.1.hip.0.null.null.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,20.9,normal,179.3,18.8,lognormal,193.4,0.11,lognormal,196.8,0.11
-M.MUH.1.hip.0.null.null.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.1,normal,155.5,16.7,normal,166.4,14.8,lognormal,169.1,0.1
-M.MUH.1.hip.0.null.null.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.8,normal,148.7,17.5,lognormal,157.6,0.1,lognormal,160.2,0.1
-M.MUH.1.hip.0.null.null.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,18.3,normal,165.9,18.6,lognormal,177.0,0.1,lognormal,178.9,0.09
-M.MUH.1.hip.0.null.null.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,19.2,normal,174.1,18.9,normal,185.2,16.1,lognormal,188.4,0.09
-M.MUH.1.hip.0.null.null.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.3,normal,154.6,17.8,normal,180.6,18.7,normal,235.7,18.8
-M.MUH.1.hip.0.null.null.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,lognormal,130.5,0.12,normal,152.4,17.0,normal,195.0,16.7
-M.MUH.1.hip.0.null.null.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.5,normal,129.2,15.7,normal,148.1,15.5,lognormal,181.6,0.09
-M.MUH.1.hip.0.null.null.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,140.5,16.2,lognormal,162.6,0.11,normal,207.0,16.5
-M.MUH.1.hip.0.null.null.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.2,normal,150.2,17.7,normal,174.6,18.8,normal,218.4,14.7
-M.MUH.1.hip.0.null.null.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.3,normal,154.6,17.8,normal,180.6,18.7,normal,235.7,18.8
-M.MUH.1.hip.0.null.null.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,13.9,normal,130.9,15.1,normal,151.8,16.4,normal,193.7,15.9
-M.MUH.1.hip.0.null.null.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.4,normal,129.3,15.8,normal,148.3,15.2,lognormal,181.5,0.09
-M.MUH.1.hip.0.null.null.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,140.5,16.2,lognormal,162.6,0.11,normal,207.0,16.5
-M.MUH.1.hip.0.null.null.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.2,normal,150.2,17.7,normal,174.6,18.8,normal,218.4,14.7
-M.MUH.1.hip.0.null.null.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.6,normal,161.6,21.2,lognormal,192.3,0.15,lognormal,250.0,0.06
-M.MUH.1.hip.0.null.null.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,normal,140.9,18.2,normal,166.9,20.9,normal,231.3,17.9
-M.MUH.1.hip.0.null.null.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.5,normal,132.0,17.7,normal,156.4,20.7,normal,210.3,14.5
-M.MUH.1.hip.0.null.null.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,normal,149.5,19.4,normal,177.3,23.7,lognormal,250.0,0.09
-M.MUH.1.hip.0.null.null.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.3,normal,157.8,20.9,lognormal,184.6,0.14,lognormal,250.0,0.06
-M.MUH.1.hip.0.null.null.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.6,normal,161.6,21.2,lognormal,192.3,0.15,lognormal,250.0,0.06
-M.MUH.1.hip.0.null.null.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.4,normal,142.1,18.8,normal,167.1,21.0,normal,224.7,17.1
-M.MUH.1.hip.0.null.null.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.8,lognormal,132.9,0.15,lognormal,158.1,0.16,normal,211.9,14.9
-M.MUH.1.hip.0.null.null.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,normal,149.5,19.4,normal,177.3,23.7,lognormal,250.0,0.09
-M.MUH.1.hip.0.null.null.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.3,normal,157.8,20.9,lognormal,184.6,0.14,lognormal,250.0,0.06
-M.MUH.1.hip.0.null.null.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.6,normal,155.4,18.1,normal,176.6,16.2,lognormal,187.9,0.09
-M.MUH.1.hip.0.null.null.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,14.3,lognormal,130.6,0.12,normal,149.4,15.0,normal,158.8,14.1
-M.MUH.1.hip.0.null.null.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,14.6,normal,128.9,15.3,normal,144.2,14.1,normal,149.6,12.4
-M.MUH.1.hip.0.null.null.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,lognormal,140.5,0.13,normal,159.4,14.7,lognormal,169.5,0.09
-M.MUH.1.hip.0.null.null.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.4,normal,150.3,18.4,normal,170.7,16.3,lognormal,182.8,0.1
-M.MUH.1.hip.0.null.null.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.6,normal,155.4,18.1,normal,176.6,16.2,lognormal,187.9,0.09
-M.MUH.1.hip.0.null.null.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,lognormal,130.5,0.12,normal,149.5,15.1,lognormal,158.2,0.09
-M.MUH.1.hip.0.null.null.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.5,normal,128.7,15.3,normal,144.4,14.2,normal,149.6,12.4
-M.MUH.1.hip.0.null.null.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.14,normal,140.6,16.3,normal,159.5,15.2,lognormal,169.9,0.1
-M.MUH.1.hip.0.null.null.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,16.2,normal,151.1,18.3,normal,171.7,17.0,lognormal,181.0,0.09
-M.MUH.1.hip.0.null.null.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,17.5,normal,160.9,20.6,normal,182.9,19.9,lognormal,194.0,0.09
-M.MUH.1.hip.0.null.null.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.2,lognormal,142.5,0.15,normal,159.2,15.9,lognormal,168.9,0.1
-M.MUH.1.hip.0.null.null.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.8,normal,132.6,18.4,normal,150.9,17.7,lognormal,160.8,0.1
-M.MUH.1.hip.0.null.null.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.9,0.16,normal,149.3,19.2,lognormal,169.6,0.12,lognormal,179.4,0.1
-M.MUH.1.hip.0.null.null.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,17.6,normal,157.4,20.6,lognormal,177.9,0.11,normal,190.2,18.5
-M.MUH.1.hip.0.null.null.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.3,0.15,normal,161.7,21.7,normal,182.4,18.3,lognormal,194.4,0.1
-M.MUH.1.hip.0.null.null.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,141.2,18.1,normal,158.9,15.9,lognormal,168.7,0.1
-M.MUH.1.hip.0.null.null.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.7,0.15,normal,132.5,18.3,normal,150.8,17.7,lognormal,160.8,0.1
-M.MUH.1.hip.0.null.null.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,normal,149.1,19.6,normal,170.0,18.9,lognormal,179.3,0.09
-M.MUH.1.hip.0.null.null.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,17.5,normal,157.5,20.6,lognormal,177.9,0.11,lognormal,190.4,0.11
-M.MUH.1.hip.0.null.null.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.0,0.14,lognormal,167.6,0.13,lognormal,191.0,0.11,lognormal,250.0,0.13
-M.MUH.1.hip.0.null.null.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.14,lognormal,136.1,0.13,normal,156.8,16.9,normal,193.0,14.7
-M.MUH.1.hip.0.null.null.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.4,normal,138.0,14.3,normal,154.4,13.5,lognormal,182.6,0.09
-M.MUH.1.hip.0.null.null.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,170.3,0.12,normal,207.5,15.5
-M.MUH.1.hip.0.null.null.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.14,normal,159.7,18.2,normal,182.1,17.0,normal,221.5,16.5
-M.MUH.1.hip.0.null.null.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.13,normal,166.7,18.8,lognormal,191.1,0.11,lognormal,250.0,0.12
-M.MUH.1.hip.0.null.null.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.14,normal,135.7,15.6,normal,157.0,17.0,normal,193.1,14.6
-M.MUH.1.hip.0.null.null.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.3,normal,137.9,14.3,normal,154.3,13.6,lognormal,182.4,0.09
-M.MUH.1.hip.0.null.null.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,170.3,0.12,normal,207.5,15.5
-M.MUH.1.hip.0.null.null.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.14,normal,159.7,18.2,normal,182.1,17.0,normal,221.5,16.5
-M.MUH.1.hip.0.null.null.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.7,normal,182.6,22.5,lognormal,216.9,0.14,lognormal,250.0,0.06
-M.MUH.1.hip.0.null.null.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.0,normal,157.7,18.5,normal,185.7,21.1,normal,234.1,21.6
-M.MUH.1.hip.0.null.null.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.6,normal,152.1,19.8,normal,178.0,21.8,normal,210.5,15.6
-M.MUH.1.hip.0.null.null.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.1,normal,167.0,18.9,normal,197.5,22.2,normal,250.3,19.3
-M.MUH.1.hip.0.null.null.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,20.1,lognormal,179.0,0.14,lognormal,211.4,0.14,lognormal,250.0,0.08
-M.MUH.1.hip.0.null.null.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.7,normal,182.6,22.5,lognormal,216.9,0.14,lognormal,250.0,0.06
-M.MUH.1.hip.0.null.null.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.0,0.14,lognormal,158.0,0.13,lognormal,186.2,0.13,normal,222.5,14.8
-M.MUH.1.hip.0.null.null.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.7,normal,151.8,19.5,normal,178.1,22.2,normal,210.7,16.3
-M.MUH.1.hip.0.null.null.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.1,normal,167.0,18.9,normal,197.5,22.2,lognormal,250.0,0.07
-M.MUH.1.hip.0.null.null.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,20.1,lognormal,179.0,0.14,lognormal,211.5,0.14,lognormal,250.0,0.06
-M.MUH.1.hip.0.null.null.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,18.1,lognormal,166.2,0.12,lognormal,182.8,0.09,normal,187.0,14.8
-M.MUH.1.hip.0.null.null.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,136.8,0.13,normal,152.6,14.7,normal,158.1,13.1
-M.MUH.1.hip.0.null.null.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,15.9,normal,137.7,13.8,lognormal,147.6,0.09,lognormal,149.7,0.09
-M.MUH.1.hip.0.null.null.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,15.9,lognormal,148.3,0.13,lognormal,164.0,0.1,lognormal,170.4,0.1
-M.MUH.1.hip.0.null.null.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.4,0.13,normal,159.3,18.2,normal,175.4,15.4,normal,180.1,14.8
-M.MUH.1.hip.0.null.null.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,17.5,lognormal,165.7,0.12,lognormal,183.2,0.1,lognormal,188.0,0.09
-M.MUH.1.hip.0.null.null.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.14,lognormal,136.8,0.13,normal,152.6,14.7,lognormal,158.2,0.09
-M.MUH.1.hip.0.null.null.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.8,normal,137.8,14.1,normal,146.9,11.6,normal,148.8,12.2
-M.MUH.1.hip.0.null.null.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.7,0.14,lognormal,147.9,0.13,lognormal,164.0,0.1,lognormal,170.9,0.1
-M.MUH.1.hip.0.null.null.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.4,0.13,normal,159.1,18.1,normal,175.6,15.3,normal,180.2,14.8
-M.MUH.1.hip.0.null.null.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.2,0.15,normal,179.0,19.9,lognormal,192.9,0.1,lognormal,196.2,0.11
-M.MUH.1.hip.0.null.null.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,16.7,normal,155.0,16.0,lognormal,165.7,0.09,normal,168.4,14.9
-M.MUH.1.hip.0.null.null.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,16.4,normal,147.9,17.1,lognormal,157.1,0.1,normal,160.0,15.6
-M.MUH.1.hip.0.null.null.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,18.2,normal,164.9,18.1,lognormal,175.8,0.09,normal,178.3,15.9
-M.MUH.1.hip.0.null.null.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.15,normal,173.7,18.3,normal,185.9,16.6,lognormal,189.4,0.1
-M.MUH.1.hip.0.null.null.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.3,20.8,normal,179.2,19.2,lognormal,193.0,0.1,lognormal,196.1,0.1
-M.MUH.1.hip.0.null.null.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,16.6,normal,155.6,17.3,normal,166.2,14.6,lognormal,168.9,0.1
-M.MUH.1.hip.0.null.null.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,16.1,normal,148.4,17.7,lognormal,158.0,0.1,lognormal,160.4,0.1
-M.MUH.1.hip.0.null.null.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,18.6,normal,165.0,17.7,normal,176.1,15.7,lognormal,178.2,0.09
-M.MUH.1.hip.0.null.null.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.15,normal,173.8,18.3,normal,185.8,16.6,lognormal,189.4,0.1
-M.MUH.1.hip.1.null.null.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.6,normal,153.0,17.1,normal,174.3,17.3,lognormal,217.0,0.1
-M.MUH.1.hip.1.null.null.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,normal,129.1,14.3,lognormal,147.0,0.11,lognormal,180.7,0.09
-M.MUH.1.hip.1.null.null.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.9,0.15,normal,126.3,15.0,normal,140.1,13.4,normal,164.7,13.4
-M.MUH.1.hip.1.null.null.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.14,lognormal,139.2,0.13,normal,156.9,14.9,lognormal,194.6,0.09
-M.MUH.1.hip.1.null.null.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.9,normal,147.4,16.3,normal,168.1,17.2,lognormal,207.8,0.09
-M.MUH.1.hip.1.null.null.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.6,normal,153.0,17.1,normal,174.3,17.3,lognormal,217.0,0.1
-M.MUH.1.hip.1.null.null.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.9,normal,129.0,13.9,lognormal,146.7,0.11,normal,181.1,15.8
-M.MUH.1.hip.1.null.null.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.9,0.15,normal,126.2,14.9,normal,140.1,13.4,lognormal,164.9,0.09
-M.MUH.1.hip.1.null.null.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,138.9,16.1,normal,156.8,14.8,lognormal,194.4,0.09
-M.MUH.1.hip.1.null.null.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.8,normal,147.1,16.2,lognormal,168.1,0.11,normal,206.8,16.5
-M.MUH.1.hip.1.null.null.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.8,lognormal,157.9,0.14,normal,181.1,20.6,normal,223.7,21.9
-M.MUH.1.hip.1.null.null.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.6,0.15,normal,137.1,16.2,normal,156.8,16.7,normal,193.1,17.3
-M.MUH.1.hip.1.null.null.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.4,normal,128.5,16.1,normal,148.0,17.1,lognormal,184.9,0.1
-M.MUH.1.hip.1.null.null.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.4,lognormal,146.4,0.14,normal,165.2,16.7,lognormal,203.4,0.1
-M.MUH.1.hip.1.null.null.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.3,normal,153.2,18.9,lognormal,175.2,0.12,normal,213.1,17.0
-M.MUH.1.hip.1.null.null.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.8,lognormal,157.9,0.14,normal,181.1,20.6,normal,223.7,21.9
-M.MUH.1.hip.1.null.null.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.6,0.15,normal,137.8,16.8,normal,156.7,16.4,normal,192.7,17.1
-M.MUH.1.hip.1.null.null.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.4,normal,128.6,16.5,normal,146.7,15.6,lognormal,185.9,0.11
-M.MUH.1.hip.1.null.null.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,lognormal,146.3,0.14,lognormal,165.7,0.11,normal,202.9,17.8
-M.MUH.1.hip.1.null.null.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.4,normal,153.3,18.9,lognormal,175.2,0.12,normal,213.2,16.9
-M.MUH.1.hip.1.null.null.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,17.0,normal,153.6,17.6,normal,173.5,16.1,lognormal,187.5,0.09
-M.MUH.1.hip.1.null.null.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,14.3,normal,129.2,14.0,normal,146.5,14.3,lognormal,158.3,0.09
-M.MUH.1.hip.1.null.null.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.8,0.15,normal,126.3,14.7,lognormal,140.2,0.1,normal,149.0,12.0
-M.MUH.1.hip.1.null.null.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.5,15.7,normal,156.8,14.5,lognormal,169.3,0.09
-M.MUH.1.hip.1.null.null.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.8,0.14,normal,147.8,16.6,normal,166.6,15.2,lognormal,180.8,0.09
-M.MUH.1.hip.1.null.null.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,16.8,normal,152.9,17.2,normal,173.9,16.5,lognormal,187.6,0.09
-M.MUH.1.hip.1.null.null.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,14.4,lognormal,129.6,0.12,normal,146.0,13.5,normal,157.8,13.2
-M.MUH.1.hip.1.null.null.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.8,0.15,normal,125.8,14.3,normal,140.4,13.4,normal,149.2,12.1
-M.MUH.1.hip.1.null.null.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,lognormal,138.6,0.12,lognormal,157.2,0.1,lognormal,170.3,0.09
-M.MUH.1.hip.1.null.null.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,15.7,normal,147.7,16.4,lognormal,167.3,0.1,normal,180.3,14.5
-M.MUH.1.hip.1.null.null.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.7,normal,158.4,20.4,normal,177.9,17.9,normal,195.3,17.6
-M.MUH.1.hip.1.null.null.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,137.6,16.4,normal,155.5,15.3,lognormal,168.7,0.1
-M.MUH.1.hip.1.null.null.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.6,normal,128.9,16.2,normal,146.2,15.6,lognormal,161.3,0.11
-M.MUH.1.hip.1.null.null.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.6,lognormal,146.5,0.14,normal,165.0,16.8,lognormal,179.7,0.1
-M.MUH.1.hip.1.null.null.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.4,0.15,normal,153.2,19.0,normal,173.7,17.8,lognormal,189.3,0.1
-M.MUH.1.hip.1.null.null.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.7,normal,158.4,20.4,normal,177.9,17.9,normal,195.3,17.6
-M.MUH.1.hip.1.null.null.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,137.7,17.0,normal,155.5,15.1,lognormal,168.7,0.1
-M.MUH.1.hip.1.null.null.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.6,0.15,normal,128.6,16.1,normal,146.5,16.0,normal,160.7,15.7
-M.MUH.1.hip.1.null.null.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,16.5,lognormal,146.9,0.14,normal,164.8,16.4,lognormal,179.3,0.1
-M.MUH.1.hip.1.null.null.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.5,0.15,lognormal,153.8,0.14,normal,173.5,17.5,lognormal,189.6,0.1
-M.MUH.1.hip.1.null.null.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,17.8,normal,165.6,17.7,lognormal,191.5,0.11,normal,234.6,20.7
-M.MUH.1.hip.1.null.null.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,normal,136.1,15.5,normal,156.2,16.4,normal,193.7,15.1
-M.MUH.1.hip.1.null.null.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.4,normal,138.4,14.5,lognormal,153.5,0.09,normal,183.5,15.9
-M.MUH.1.hip.1.null.null.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.14,lognormal,149.2,0.13,lognormal,170.8,0.12,normal,209.3,17.1
-M.MUH.1.hip.1.null.null.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.1,0.13,normal,158.9,17.3,lognormal,182.7,0.11,normal,221.2,15.6
-M.MUH.1.hip.1.null.null.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,17.8,normal,165.6,17.7,lognormal,191.5,0.11,normal,234.6,20.7
-M.MUH.1.hip.1.null.null.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,137.0,0.13,normal,155.9,16.3,normal,193.3,16.0
-M.MUH.1.hip.1.null.null.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.3,normal,138.4,14.4,normal,153.6,13.5,normal,183.3,15.9
-M.MUH.1.hip.1.null.null.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.0,lognormal,148.9,0.13,lognormal,170.8,0.12,normal,209.9,17.8
-M.MUH.1.hip.1.null.null.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.6,normal,158.8,17.1,lognormal,182.8,0.11,normal,222.6,16.6
-M.MUH.1.hip.1.null.null.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.5,0.15,normal,182.9,22.5,normal,217.8,27.1,lognormal,250.0,0.06
-M.MUH.1.hip.1.null.null.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,16.8,lognormal,157.4,0.13,normal,186.7,21.5,normal,225.1,16.2
-M.MUH.1.hip.1.null.null.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.5,lognormal,152.7,0.15,normal,177.4,21.7,lognormal,210.0,0.07
-M.MUH.1.hip.1.null.null.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,17.9,normal,166.2,18.9,normal,197.4,22.1,lognormal,250.0,0.09
-M.MUH.1.hip.1.null.null.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.4,normal,177.5,21.3,normal,212.0,26.1,lognormal,250.0,0.06
-M.MUH.1.hip.1.null.null.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.8,19.5,normal,183.8,23.5,lognormal,226.7,0.17,lognormal,250.0,0.06
-M.MUH.1.hip.1.null.null.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,16.8,lognormal,157.6,0.13,normal,186.4,21.2,lognormal,235.0,0.1
-M.MUH.1.hip.1.null.null.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,16.8,lognormal,152.5,0.15,normal,178.5,22.4,lognormal,211.3,0.08
-M.MUH.1.hip.1.null.null.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.7,normal,166.7,19.2,normal,198.8,23.2,lognormal,250.0,0.08
-M.MUH.1.hip.1.null.null.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.4,normal,177.5,21.3,normal,212.0,26.1,lognormal,250.0,0.06
-M.MUH.1.hip.1.null.null.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,17.4,lognormal,165.3,0.12,normal,181.6,14.2,lognormal,187.3,0.09
-M.MUH.1.hip.1.null.null.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.14,lognormal,136.6,0.13,normal,152.5,14.7,normal,158.0,13.1
-M.MUH.1.hip.1.null.null.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,15.9,normal,137.6,13.8,lognormal,147.6,0.09,lognormal,149.6,0.09
-M.MUH.1.hip.1.null.null.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.3,0.13,lognormal,148.2,0.13,lognormal,163.7,0.1,lognormal,170.0,0.09
-M.MUH.1.hip.1.null.null.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.1,normal,158.1,16.9,normal,175.0,15.2,lognormal,180.8,0.09
-M.MUH.1.hip.1.null.null.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.13,lognormal,165.3,0.12,normal,181.3,14.3,lognormal,187.6,0.09
-M.MUH.1.hip.1.null.null.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.14,lognormal,136.8,0.13,normal,152.5,14.4,lognormal,158.1,0.09
-M.MUH.1.hip.1.null.null.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.6,normal,137.9,14.1,normal,147.0,11.7,normal,149.0,12.3
-M.MUH.1.hip.1.null.null.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.13,normal,148.3,17.0,normal,163.1,14.5,lognormal,169.6,0.09
-M.MUH.1.hip.1.null.null.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.0,normal,158.3,17.1,normal,175.0,15.1,normal,179.7,14.5
-M.MUH.1.hip.1.null.null.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.3,21.1,normal,179.1,19.6,lognormal,192.7,0.1,lognormal,195.5,0.1
-M.MUH.1.hip.1.null.null.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.7,0.14,normal,155.3,16.5,normal,166.4,14.7,lognormal,169.3,0.1
-M.MUH.1.hip.1.null.null.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.5,normal,148.2,17.6,lognormal,158.4,0.11,lognormal,161.1,0.11
-M.MUH.1.hip.1.null.null.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.9,0.15,normal,164.3,17.2,lognormal,175.5,0.09,lognormal,178.2,0.09
-M.MUH.1.hip.1.null.null.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.9,normal,174.1,18.7,normal,185.7,16.6,normal,189.1,16.9
-M.MUH.1.hip.1.null.null.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,20.9,normal,179.3,18.8,lognormal,193.4,0.11,lognormal,196.8,0.11
-M.MUH.1.hip.1.null.null.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.1,normal,155.5,16.7,normal,166.4,14.8,lognormal,169.1,0.1
-M.MUH.1.hip.1.null.null.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.8,normal,148.7,17.5,lognormal,157.6,0.1,lognormal,160.2,0.1
-M.MUH.1.hip.1.null.null.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,18.3,normal,165.9,18.6,lognormal,177.0,0.1,lognormal,178.9,0.09
-M.MUH.1.hip.1.null.null.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,19.2,normal,174.1,18.9,normal,185.2,16.1,lognormal,188.4,0.09
-M.MUH.1.hip.1.null.null.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.3,normal,154.6,17.8,normal,180.6,18.7,normal,235.7,18.8
-M.MUH.1.hip.1.null.null.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,lognormal,130.5,0.12,normal,152.4,17.0,normal,195.0,16.7
-M.MUH.1.hip.1.null.null.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.5,normal,129.2,15.7,normal,148.1,15.5,lognormal,181.6,0.09
-M.MUH.1.hip.1.null.null.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,140.5,16.2,lognormal,162.6,0.11,normal,207.0,16.5
-M.MUH.1.hip.1.null.null.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.2,normal,150.2,17.7,normal,174.6,18.8,normal,218.4,14.7
-M.MUH.1.hip.1.null.null.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.3,normal,154.6,17.8,normal,180.6,18.7,normal,235.7,18.8
-M.MUH.1.hip.1.null.null.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,13.9,normal,130.9,15.1,normal,151.8,16.4,normal,193.7,15.9
-M.MUH.1.hip.1.null.null.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.4,normal,129.3,15.8,normal,148.3,15.2,lognormal,181.5,0.09
-M.MUH.1.hip.1.null.null.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,140.5,16.2,lognormal,162.6,0.11,normal,207.0,16.5
-M.MUH.1.hip.1.null.null.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.2,normal,150.2,17.7,normal,174.6,18.8,normal,218.4,14.7
-M.MUH.1.hip.1.null.null.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.6,normal,161.6,21.2,lognormal,192.3,0.15,lognormal,250.0,0.06
-M.MUH.1.hip.1.null.null.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,normal,140.9,18.2,normal,166.9,20.9,normal,231.3,17.9
-M.MUH.1.hip.1.null.null.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.5,normal,132.0,17.7,normal,156.4,20.7,normal,210.3,14.5
-M.MUH.1.hip.1.null.null.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,normal,149.5,19.4,normal,177.3,23.7,lognormal,250.0,0.09
-M.MUH.1.hip.1.null.null.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.3,normal,157.8,20.9,lognormal,184.6,0.14,lognormal,250.0,0.06
-M.MUH.1.hip.1.null.null.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.6,normal,161.6,21.2,lognormal,192.3,0.15,lognormal,250.0,0.06
-M.MUH.1.hip.1.null.null.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.4,normal,142.1,18.8,normal,167.1,21.0,normal,224.7,17.1
-M.MUH.1.hip.1.null.null.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.8,lognormal,132.9,0.15,lognormal,158.1,0.16,normal,211.9,14.9
-M.MUH.1.hip.1.null.null.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,normal,149.5,19.4,normal,177.3,23.7,lognormal,250.0,0.09
-M.MUH.1.hip.1.null.null.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.3,normal,157.8,20.9,lognormal,184.6,0.14,lognormal,250.0,0.06
-M.MUH.1.hip.1.null.null.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.6,normal,155.4,18.1,normal,176.6,16.2,lognormal,187.9,0.09
-M.MUH.1.hip.1.null.null.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,14.3,lognormal,130.6,0.12,normal,149.4,15.0,normal,158.8,14.1
-M.MUH.1.hip.1.null.null.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,14.6,normal,128.9,15.3,normal,144.2,14.1,normal,149.6,12.4
-M.MUH.1.hip.1.null.null.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,lognormal,140.5,0.13,normal,159.4,14.7,lognormal,169.5,0.09
-M.MUH.1.hip.1.null.null.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.4,normal,150.3,18.4,normal,170.7,16.3,lognormal,182.8,0.1
-M.MUH.1.hip.1.null.null.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.6,normal,155.4,18.1,normal,176.6,16.2,lognormal,187.9,0.09
-M.MUH.1.hip.1.null.null.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,lognormal,130.5,0.12,normal,149.5,15.1,lognormal,158.2,0.09
-M.MUH.1.hip.1.null.null.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.5,normal,128.7,15.3,normal,144.4,14.2,normal,149.6,12.4
-M.MUH.1.hip.1.null.null.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.14,normal,140.6,16.3,normal,159.5,15.2,lognormal,169.9,0.1
-M.MUH.1.hip.1.null.null.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,16.2,normal,151.1,18.3,normal,171.7,17.0,lognormal,181.0,0.09
-M.MUH.1.hip.1.null.null.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,17.5,normal,160.9,20.6,normal,182.9,19.9,lognormal,194.0,0.09
-M.MUH.1.hip.1.null.null.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.2,lognormal,142.5,0.15,normal,159.2,15.9,lognormal,168.9,0.1
-M.MUH.1.hip.1.null.null.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.8,normal,132.6,18.4,normal,150.9,17.7,lognormal,160.8,0.1
-M.MUH.1.hip.1.null.null.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.9,0.16,normal,149.3,19.2,lognormal,169.6,0.12,lognormal,179.4,0.1
-M.MUH.1.hip.1.null.null.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,17.6,normal,157.4,20.6,lognormal,177.9,0.11,normal,190.2,18.5
-M.MUH.1.hip.1.null.null.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.3,0.15,normal,161.7,21.7,normal,182.4,18.3,lognormal,194.4,0.1
-M.MUH.1.hip.1.null.null.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,141.2,18.1,normal,158.9,15.9,lognormal,168.7,0.1
-M.MUH.1.hip.1.null.null.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.7,0.15,normal,132.5,18.3,normal,150.8,17.7,lognormal,160.8,0.1
-M.MUH.1.hip.1.null.null.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,normal,149.1,19.6,normal,170.0,18.9,lognormal,179.3,0.09
-M.MUH.1.hip.1.null.null.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,17.5,normal,157.5,20.6,lognormal,177.9,0.11,lognormal,190.4,0.11
-M.MUH.1.hip.1.null.null.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.0,0.14,lognormal,167.6,0.13,lognormal,191.0,0.11,lognormal,250.0,0.13
-M.MUH.1.hip.1.null.null.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.14,lognormal,136.1,0.13,normal,156.8,16.9,normal,193.0,14.7
-M.MUH.1.hip.1.null.null.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.4,normal,138.0,14.3,normal,154.4,13.5,lognormal,182.6,0.09
-M.MUH.1.hip.1.null.null.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,170.3,0.12,normal,207.5,15.5
-M.MUH.1.hip.1.null.null.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.14,normal,159.7,18.2,normal,182.1,17.0,normal,221.5,16.5
-M.MUH.1.hip.1.null.null.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.13,normal,166.7,18.8,lognormal,191.1,0.11,lognormal,250.0,0.12
-M.MUH.1.hip.1.null.null.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.14,normal,135.7,15.6,normal,157.0,17.0,normal,193.1,14.6
-M.MUH.1.hip.1.null.null.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.3,normal,137.9,14.3,normal,154.3,13.6,lognormal,182.4,0.09
-M.MUH.1.hip.1.null.null.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,170.3,0.12,normal,207.5,15.5
-M.MUH.1.hip.1.null.null.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.14,normal,159.7,18.2,normal,182.1,17.0,normal,221.5,16.5
-M.MUH.1.hip.1.null.null.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.7,normal,182.6,22.5,lognormal,216.9,0.14,lognormal,250.0,0.06
-M.MUH.1.hip.1.null.null.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.0,normal,157.7,18.5,normal,185.7,21.1,normal,234.1,21.6
-M.MUH.1.hip.1.null.null.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.6,normal,152.1,19.8,normal,178.0,21.8,normal,210.5,15.6
-M.MUH.1.hip.1.null.null.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.1,normal,167.0,18.9,normal,197.5,22.2,normal,250.3,19.3
-M.MUH.1.hip.1.null.null.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,20.1,lognormal,179.0,0.14,lognormal,211.4,0.14,lognormal,250.0,0.08
-M.MUH.1.hip.1.null.null.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.7,normal,182.6,22.5,lognormal,216.9,0.14,lognormal,250.0,0.06
-M.MUH.1.hip.1.null.null.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.0,0.14,lognormal,158.0,0.13,lognormal,186.2,0.13,normal,222.5,14.8
-M.MUH.1.hip.1.null.null.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.7,normal,151.8,19.5,normal,178.1,22.2,normal,210.7,16.3
-M.MUH.1.hip.1.null.null.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.1,normal,167.0,18.9,normal,197.5,22.2,lognormal,250.0,0.07
-M.MUH.1.hip.1.null.null.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,20.1,lognormal,179.0,0.14,lognormal,211.5,0.14,lognormal,250.0,0.06
-M.MUH.1.hip.1.null.null.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,18.1,lognormal,166.2,0.12,lognormal,182.8,0.09,normal,187.0,14.8
-M.MUH.1.hip.1.null.null.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,136.8,0.13,normal,152.6,14.7,normal,158.1,13.1
-M.MUH.1.hip.1.null.null.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,15.9,normal,137.7,13.8,lognormal,147.6,0.09,lognormal,149.7,0.09
-M.MUH.1.hip.1.null.null.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,15.9,lognormal,148.3,0.13,lognormal,164.0,0.1,lognormal,170.4,0.1
-M.MUH.1.hip.1.null.null.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.4,0.13,normal,159.3,18.2,normal,175.4,15.4,normal,180.1,14.8
-M.MUH.1.hip.1.null.null.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,17.5,lognormal,165.7,0.12,lognormal,183.2,0.1,lognormal,188.0,0.09
-M.MUH.1.hip.1.null.null.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.14,lognormal,136.8,0.13,normal,152.6,14.7,lognormal,158.2,0.09
-M.MUH.1.hip.1.null.null.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.8,normal,137.8,14.1,normal,146.9,11.6,normal,148.8,12.2
-M.MUH.1.hip.1.null.null.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.7,0.14,lognormal,147.9,0.13,lognormal,164.0,0.1,lognormal,170.9,0.1
-M.MUH.1.hip.1.null.null.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.4,0.13,normal,159.1,18.1,normal,175.6,15.3,normal,180.2,14.8
-M.MUH.1.hip.1.null.null.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.2,0.15,normal,179.0,19.9,lognormal,192.9,0.1,lognormal,196.2,0.11
-M.MUH.1.hip.1.null.null.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,16.7,normal,155.0,16.0,lognormal,165.7,0.09,normal,168.4,14.9
-M.MUH.1.hip.1.null.null.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,16.4,normal,147.9,17.1,lognormal,157.1,0.1,normal,160.0,15.6
-M.MUH.1.hip.1.null.null.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,18.2,normal,164.9,18.1,lognormal,175.8,0.09,normal,178.3,15.9
-M.MUH.1.hip.1.null.null.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.15,normal,173.7,18.3,normal,185.9,16.6,lognormal,189.4,0.1
-M.MUH.1.hip.1.null.null.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.3,20.8,normal,179.2,19.2,lognormal,193.0,0.1,lognormal,196.1,0.1
-M.MUH.1.hip.1.null.null.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,16.6,normal,155.6,17.3,normal,166.2,14.6,lognormal,168.9,0.1
-M.MUH.1.hip.1.null.null.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,16.1,normal,148.4,17.7,lognormal,158.0,0.1,lognormal,160.4,0.1
-M.MUH.1.hip.1.null.null.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,18.6,normal,165.0,17.7,normal,176.1,15.7,lognormal,178.2,0.09
-M.MUH.1.hip.1.null.null.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.15,normal,173.8,18.3,normal,185.8,16.6,lognormal,189.4,0.1
-M.MUH.2.flt.null.bur.god.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,20.9,normal,153.7,17.9,normal,179.6,17.8,normal,221.0,18.8
-M.MUH.2.flt.null.bur.god.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,17.4,normal,129.9,15.1,lognormal,149.7,0.11,lognormal,184.6,0.11
-M.MUH.2.flt.null.bur.god.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,18.6,lognormal,127.2,0.15,lognormal,143.9,0.11,lognormal,168.5,0.1
-M.MUH.2.flt.null.bur.god.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,18.3,lognormal,139.6,0.13,normal,160.5,15.4,normal,198.5,17.2
-M.MUH.2.flt.null.bur.god.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,19.8,lognormal,149.1,0.13,lognormal,173.2,0.11,lognormal,208.9,0.08
-M.MUH.2.flt.null.bur.god.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,20.9,normal,153.7,17.9,normal,179.6,17.8,normal,221.0,18.8
-M.MUH.2.flt.null.bur.god.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,17.5,normal,129.4,15.0,lognormal,150.1,0.11,lognormal,183.9,0.11
-M.MUH.2.flt.null.bur.god.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.5,lognormal,127.1,0.15,lognormal,144.1,0.11,lognormal,168.4,0.1
-M.MUH.2.flt.null.bur.god.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,18.3,lognormal,139.6,0.13,normal,160.5,15.4,normal,198.5,17.2
-M.MUH.2.flt.null.bur.god.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,19.8,lognormal,149.1,0.13,lognormal,173.2,0.11,lognormal,208.9,0.08
-M.MUH.2.flt.null.bur.god.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,24.2,lognormal,159.8,0.15,normal,186.4,19.5,normal,247.6,26.2
-M.MUH.2.flt.null.bur.god.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,20.4,normal,138.5,18.1,normal,160.5,16.5,normal,200.0,19.8
-M.MUH.2.flt.null.bur.god.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,20.0,lognormal,129.5,0.16,lognormal,152.0,0.12,normal,201.4,20.6
-M.MUH.2.flt.null.bur.god.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,22.1,lognormal,147.9,0.15,normal,171.5,17.1,normal,209.9,17.7
-M.MUH.2.flt.null.bur.god.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.4,lognormal,156.6,0.15,lognormal,182.6,0.12,normal,227.3,18.9
-M.MUH.2.flt.null.bur.god.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,24.2,lognormal,159.8,0.15,normal,186.4,19.5,normal,247.6,26.2
-M.MUH.2.flt.null.bur.god.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,20.3,normal,138.8,18.5,normal,160.4,16.3,normal,200.2,19.1
-M.MUH.2.flt.null.bur.god.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,19.7,lognormal,129.0,0.16,lognormal,152.8,0.13,lognormal,201.0,0.11
-M.MUH.2.flt.null.bur.god.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,22.1,lognormal,148.0,0.15,normal,171.5,17.2,normal,209.9,17.6
-M.MUH.2.flt.null.bur.god.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.4,lognormal,156.6,0.15,lognormal,182.6,0.12,normal,227.3,18.9
-M.MUH.2.flt.null.bur.god.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,20.5,normal,153.6,19.0,normal,178.6,17.3,lognormal,203.8,0.1
-M.MUH.2.flt.null.bur.god.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,17.3,normal,129.7,15.4,lognormal,149.7,0.11,lognormal,168.0,0.11
-M.MUH.2.flt.null.bur.god.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,19.2,normal,126.7,16.4,lognormal,144.7,0.11,lognormal,158.4,0.1
-M.MUH.2.flt.null.bur.god.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,18.7,lognormal,139.5,0.13,normal,160.0,15.4,normal,180.5,16.3
-M.MUH.2.flt.null.bur.god.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,19.1,normal,149.2,18.0,normal,172.9,16.6,normal,195.0,19.0
-M.MUH.2.flt.null.bur.god.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,20.5,normal,153.6,19.0,normal,178.6,17.3,lognormal,203.8,0.1
-M.MUH.2.flt.null.bur.god.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,17.6,lognormal,130.2,0.13,lognormal,149.4,0.11,lognormal,166.1,0.1
-M.MUH.2.flt.null.bur.god.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.4,normal,126.4,16.6,lognormal,143.8,0.11,lognormal,158.1,0.1
-M.MUH.2.flt.null.bur.god.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,18.6,lognormal,139.3,0.13,normal,160.6,15.4,normal,180.1,16.4
-M.MUH.2.flt.null.bur.god.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,19.1,normal,149.2,18.0,normal,172.9,16.6,normal,195.0,19.0
-M.MUH.2.flt.null.bur.god.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,23.7,lognormal,159.6,0.15,lognormal,188.0,0.12,normal,216.5,19.9
-M.MUH.2.flt.null.bur.god.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,20.7,lognormal,139.7,0.15,normal,160.1,16.2,lognormal,183.9,0.12
-M.MUH.2.flt.null.bur.god.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,20.3,lognormal,129.4,0.16,lognormal,153.2,0.13,lognormal,179.7,0.12
-M.MUH.2.flt.null.bur.god.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,21.4,lognormal,147.4,0.15,lognormal,172.7,0.12,normal,198.1,21.1
-M.MUH.2.flt.null.bur.god.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,25.2,normal,156.1,20.5,lognormal,183.0,0.12,lognormal,207.7,0.1
-M.MUH.2.flt.null.bur.god.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,23.7,lognormal,159.6,0.15,lognormal,188.0,0.12,normal,216.5,19.9
-M.MUH.2.flt.null.bur.god.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,20.9,normal,139.2,18.6,normal,160.1,15.8,lognormal,183.2,0.11
-M.MUH.2.flt.null.bur.god.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,20.0,lognormal,129.1,0.16,lognormal,153.1,0.13,lognormal,180.4,0.12
-M.MUH.2.flt.null.bur.god.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,21.5,normal,146.8,19.1,lognormal,172.5,0.12,lognormal,197.3,0.11
-M.MUH.2.flt.null.bur.god.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,25.1,normal,156.4,20.8,lognormal,183.1,0.12,normal,207.3,18.3
-M.MUH.2.flt.null.bur.god.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.2,22.3,lognormal,170.7,0.13,normal,198.2,21.9,normal,248.7,23.4
-M.MUH.2.flt.null.bur.god.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.9,lognormal,138.8,0.14,normal,160.4,18.5,lognormal,201.5,0.1
-M.MUH.2.flt.null.bur.god.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,19.4,lognormal,144.4,0.12,normal,160.4,13.2,normal,184.8,15.5
-M.MUH.2.flt.null.bur.god.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.1,lognormal,150.9,0.14,normal,176.2,21.8,lognormal,220.4,0.1
-M.MUH.2.flt.null.bur.god.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.8,0.17,lognormal,163.2,0.14,lognormal,190.1,0.13,lognormal,230.2,0.09
-M.MUH.2.flt.null.bur.god.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.2,22.3,lognormal,170.7,0.13,normal,198.2,21.9,normal,248.7,23.4
-M.MUH.2.flt.null.bur.god.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.7,lognormal,138.1,0.14,normal,160.2,18.1,normal,201.9,17.8
-M.MUH.2.flt.null.bur.god.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,19.9,lognormal,144.8,0.12,lognormal,160.9,0.09,lognormal,184.1,0.09
-M.MUH.2.flt.null.bur.god.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.1,lognormal,150.9,0.14,normal,176.2,21.8,lognormal,220.4,0.1
-M.MUH.2.flt.null.bur.god.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.8,0.17,lognormal,163.2,0.14,lognormal,190.1,0.13,lognormal,230.2,0.09
-M.MUH.2.flt.null.bur.god.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,normal,193.6,22.8,lognormal,232.6,0.12,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.god.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.6,21.9,lognormal,164.7,0.13,normal,199.8,21.7,normal,228.2,18.2
-M.MUH.2.flt.null.bur.god.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,24.0,normal,162.0,22.6,normal,196.1,22.9,normal,219.9,17.6
-M.MUH.2.flt.null.bur.god.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.7,23.0,lognormal,176.3,0.14,normal,210.1,19.1,normal,250.0,20.0
-M.MUH.2.flt.null.bur.god.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.4,lognormal,189.3,0.14,normal,228.0,25.4,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.god.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,normal,193.6,22.8,lognormal,232.6,0.12,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.god.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.8,21.5,lognormal,164.4,0.14,lognormal,200.6,0.12,normal,226.6,17.2
-M.MUH.2.flt.null.bur.god.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.8,23.7,normal,162.0,22.8,normal,195.8,22.2,normal,221.1,18.6
-M.MUH.2.flt.null.bur.god.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,23.2,normal,175.8,21.6,normal,209.9,19.1,normal,250.0,20.0
-M.MUH.2.flt.null.bur.god.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.4,lognormal,189.3,0.14,normal,228.0,25.4,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.god.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,22.3,lognormal,171.6,0.14,lognormal,192.5,0.1,lognormal,202.1,0.1
-M.MUH.2.flt.null.bur.god.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.9,lognormal,139.6,0.15,normal,157.6,17.2,lognormal,166.0,0.1
-M.MUH.2.flt.null.bur.god.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,20.2,normal,144.3,16.4,lognormal,155.8,0.09,lognormal,158.1,0.1
-M.MUH.2.flt.null.bur.god.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.3,lognormal,150.9,0.14,lognormal,172.8,0.13,lognormal,179.7,0.1
-M.MUH.2.flt.null.bur.god.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.0,20.9,lognormal,162.3,0.14,lognormal,184.7,0.11,lognormal,194.2,0.1
-M.MUH.2.flt.null.bur.god.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,22.3,lognormal,171.6,0.14,lognormal,192.5,0.1,lognormal,202.1,0.1
-M.MUH.2.flt.null.bur.god.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,18.1,lognormal,138.6,0.14,lognormal,158.2,0.12,lognormal,167.9,0.11
-M.MUH.2.flt.null.bur.god.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,20.0,lognormal,144.4,0.12,normal,155.7,14.0,normal,158.7,15.5
-M.MUH.2.flt.null.bur.god.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.2,lognormal,151.3,0.14,lognormal,172.8,0.13,lognormal,180.6,0.1
-M.MUH.2.flt.null.bur.god.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.5,0.16,normal,160.4,17.9,normal,184.2,18.4,lognormal,194.3,0.1
-M.MUH.2.flt.null.bur.god.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,lognormal,193.8,0.14,normal,214.3,19.9,normal,215.4,20.0
-M.MUH.2.flt.null.bur.god.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.5,22.2,lognormal,163.9,0.14,lognormal,183.3,0.11,lognormal,184.0,0.11
-M.MUH.2.flt.null.bur.god.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,23.7,normal,161.2,22.0,lognormal,179.0,0.12,lognormal,180.0,0.12
-M.MUH.2.flt.null.bur.god.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.1,23.0,lognormal,176.6,0.14,normal,194.4,18.9,normal,195.3,18.8
-M.MUH.2.flt.null.bur.god.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.7,23.5,lognormal,188.1,0.14,normal,207.2,19.7,normal,208.5,19.7
-M.MUH.2.flt.null.bur.god.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,lognormal,193.8,0.14,normal,214.3,19.9,normal,215.4,20.0
-M.MUH.2.flt.null.bur.god.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,20.8,lognormal,163.7,0.13,lognormal,182.7,0.11,lognormal,183.9,0.11
-M.MUH.2.flt.null.bur.god.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,23.3,normal,160.3,21.6,lognormal,179.2,0.13,lognormal,180.3,0.12
-M.MUH.2.flt.null.bur.god.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.4,22.1,lognormal,176.3,0.14,normal,195.3,18.1,normal,195.9,17.6
-M.MUH.2.flt.null.bur.god.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.7,23.5,lognormal,188.1,0.14,normal,207.2,19.7,normal,208.5,19.7
-M.MUH.2.flt.null.bur.god.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,21.2,normal,157.7,19.7,lognormal,191.0,0.13,normal,249.5,21.3
-M.MUH.2.flt.null.bur.god.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,17.6,normal,131.7,15.7,lognormal,157.7,0.13,normal,200.7,17.5
-M.MUH.2.flt.null.bur.god.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,19.2,normal,131.2,18.3,normal,155.7,16.4,normal,184.3,14.6
-M.MUH.2.flt.null.bur.god.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,17.9,lognormal,142.7,0.14,lognormal,171.6,0.14,normal,211.4,14.4
-M.MUH.2.flt.null.bur.god.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,19.8,normal,152.6,19.4,normal,181.0,19.1,lognormal,250.0,0.12
-M.MUH.2.flt.null.bur.god.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,21.2,normal,157.7,19.7,lognormal,191.0,0.13,normal,249.5,21.3
-M.MUH.2.flt.null.bur.god.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,17.8,normal,132.5,16.6,lognormal,157.7,0.13,lognormal,199.2,0.09
-M.MUH.2.flt.null.bur.god.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.5,normal,131.1,18.2,normal,156.4,16.6,normal,184.3,14.9
-M.MUH.2.flt.null.bur.god.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,18.2,lognormal,142.4,0.14,lognormal,171.0,0.13,normal,213.3,15.1
-M.MUH.2.flt.null.bur.god.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,19.8,normal,152.6,19.4,normal,181.0,19.1,lognormal,250.0,0.12
-M.MUH.2.flt.null.bur.god.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.5,24.7,lognormal,165.5,0.16,normal,204.6,26.6,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.god.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,21.1,lognormal,144.7,0.16,lognormal,179.4,0.15,normal,226.9,18.2
-M.MUH.2.flt.null.bur.god.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,21.0,lognormal,134.7,0.17,lognormal,167.9,0.16,normal,215.4,16.2
-M.MUH.2.flt.null.bur.god.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.7,lognormal,154.0,0.16,normal,189.8,25.5,normal,249.4,21.7
-M.MUH.2.flt.null.bur.god.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,24.2,normal,161.2,23.0,normal,198.3,26.2,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.god.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.5,24.7,lognormal,165.5,0.16,normal,204.6,26.6,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.god.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,20.8,lognormal,144.2,0.16,normal,178.4,23.8,normal,226.6,17.4
-M.MUH.2.flt.null.bur.god.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,20.6,lognormal,134.6,0.17,lognormal,169.1,0.17,normal,214.6,14.5
-M.MUH.2.flt.null.bur.god.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,22.2,lognormal,154.1,0.17,lognormal,191.5,0.15,normal,250.0,20.0
-M.MUH.2.flt.null.bur.god.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,24.2,normal,161.2,23.0,normal,198.3,26.2,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.god.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,20.9,normal,157.8,19.7,normal,188.9,20.1,lognormal,202.8,0.1
-M.MUH.2.flt.null.bur.god.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,17.5,lognormal,131.6,0.13,lognormal,156.1,0.12,lognormal,167.6,0.11
-M.MUH.2.flt.null.bur.god.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,19.3,normal,130.9,18.1,normal,151.8,14.6,lognormal,157.8,0.1
-M.MUH.2.flt.null.bur.god.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.8,normal,141.4,17.3,lognormal,169.1,0.12,lognormal,180.2,0.1
-M.MUH.2.flt.null.bur.god.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,20.2,normal,151.2,18.1,normal,181.6,19.2,lognormal,195.1,0.1
-M.MUH.2.flt.null.bur.god.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,21.1,normal,157.5,19.8,lognormal,188.3,0.11,normal,201.7,17.8
-M.MUH.2.flt.null.bur.god.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,18.0,normal,131.9,16.1,lognormal,156.0,0.12,lognormal,167.3,0.11
-M.MUH.2.flt.null.bur.god.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,19.1,normal,131.4,18.5,lognormal,153.1,0.11,lognormal,158.3,0.1
-M.MUH.2.flt.null.bur.god.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.8,normal,141.4,17.3,lognormal,169.1,0.12,lognormal,180.2,0.1
-M.MUH.2.flt.null.bur.god.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,20.2,normal,151.2,18.1,normal,181.6,19.2,lognormal,195.1,0.1
-M.MUH.2.flt.null.bur.god.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.1,25.4,lognormal,165.9,0.17,normal,201.9,25.5,normal,213.4,18.0
-M.MUH.2.flt.null.bur.god.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,20.4,lognormal,144.5,0.16,lognormal,173.2,0.13,lognormal,184.4,0.11
-M.MUH.2.flt.null.bur.god.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,20.9,lognormal,134.5,0.17,lognormal,165.1,0.15,lognormal,180.1,0.13
-M.MUH.2.flt.null.bur.god.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,22.9,lognormal,153.6,0.16,lognormal,186.8,0.14,lognormal,197.0,0.11
-M.MUH.2.flt.null.bur.god.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,25.2,normal,161.8,23.5,normal,198.2,26.2,normal,208.8,19.4
-M.MUH.2.flt.null.bur.god.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.1,25.4,lognormal,165.9,0.17,normal,201.9,25.5,normal,213.4,18.0
-M.MUH.2.flt.null.bur.god.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,21.2,normal,144.4,20.6,lognormal,174.3,0.13,lognormal,184.5,0.12
-M.MUH.2.flt.null.bur.god.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,21.2,lognormal,134.7,0.17,lognormal,165.2,0.15,normal,178.6,19.1
-M.MUH.2.flt.null.bur.god.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.2,22.3,normal,153.7,23.1,normal,185.5,22.4,normal,194.5,17.3
-M.MUH.2.flt.null.bur.god.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,24.1,normal,160.9,22.5,normal,196.1,24.1,normal,207.7,18.1
-M.MUH.2.flt.null.bur.god.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.3,lognormal,171.7,0.13,normal,197.4,21.0,normal,248.5,23.9
-M.MUH.2.flt.null.bur.god.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,17.9,lognormal,138.8,0.14,normal,160.7,19.5,normal,201.3,17.9
-M.MUH.2.flt.null.bur.god.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,19.6,normal,144.0,16.5,normal,160.3,13.5,normal,184.9,14.8
-M.MUH.2.flt.null.bur.god.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.2,0.16,lognormal,151.1,0.14,lognormal,176.9,0.14,normal,215.0,18.3
-M.MUH.2.flt.null.bur.god.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.9,0.16,lognormal,163.2,0.14,lognormal,189.8,0.12,lognormal,250.0,0.13
-M.MUH.2.flt.null.bur.god.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.3,lognormal,171.7,0.13,normal,197.4,21.0,normal,248.5,23.9
-M.MUH.2.flt.null.bur.god.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.8,lognormal,139.3,0.14,normal,159.6,18.1,normal,200.5,17.8
-M.MUH.2.flt.null.bur.god.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,19.7,lognormal,143.6,0.12,lognormal,160.6,0.09,normal,184.0,14.3
-M.MUH.2.flt.null.bur.god.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.2,0.16,lognormal,151.0,0.14,lognormal,176.9,0.14,normal,214.8,18.1
-M.MUH.2.flt.null.bur.god.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.9,0.16,lognormal,163.2,0.14,lognormal,189.8,0.12,lognormal,250.0,0.13
-M.MUH.2.flt.null.bur.god.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.5,26.0,normal,194.8,25.2,normal,245.8,31.1,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.god.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.1,lognormal,164.7,0.13,normal,201.1,22.6,normal,225.7,16.4
-M.MUH.2.flt.null.bur.god.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,24.2,normal,162.6,23.2,normal,195.7,21.2,normal,218.4,16.4
-M.MUH.2.flt.null.bur.god.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.5,normal,175.8,21.1,normal,213.1,20.8,normal,249.9,20.3
-M.MUH.2.flt.null.bur.god.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.6,24.6,lognormal,190.2,0.15,lognormal,224.5,0.11,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.god.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.5,26.0,normal,194.8,25.2,normal,245.8,31.1,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.god.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,21.9,lognormal,164.4,0.13,normal,199.4,22.6,lognormal,250.0,0.13
-M.MUH.2.flt.null.bur.god.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.7,24.3,normal,161.7,22.4,normal,195.9,21.7,normal,219.7,16.7
-M.MUH.2.flt.null.bur.god.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.5,normal,175.8,21.1,normal,213.1,20.8,normal,249.9,20.3
-M.MUH.2.flt.null.bur.god.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.6,24.6,lognormal,190.2,0.15,lognormal,224.5,0.11,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.god.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.1,0.16,lognormal,170.9,0.13,normal,193.9,19.5,lognormal,202.0,0.09
-M.MUH.2.flt.null.bur.god.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,18.0,lognormal,138.9,0.14,normal,158.0,17.0,lognormal,167.1,0.11
-M.MUH.2.flt.null.bur.god.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,19.9,lognormal,143.7,0.12,normal,155.4,13.8,lognormal,158.2,0.1
-M.MUH.2.flt.null.bur.god.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.6,0.16,lognormal,151.9,0.15,normal,172.8,19.7,lognormal,180.8,0.1
-M.MUH.2.flt.null.bur.god.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.7,0.17,lognormal,163.4,0.13,normal,184.7,18.7,lognormal,195.7,0.1
-M.MUH.2.flt.null.bur.god.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.1,0.16,lognormal,170.9,0.13,normal,193.9,19.5,lognormal,202.0,0.09
-M.MUH.2.flt.null.bur.god.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,18.2,lognormal,138.7,0.14,normal,158.3,18.0,lognormal,168.2,0.11
-M.MUH.2.flt.null.bur.god.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,19.9,lognormal,144.5,0.12,normal,155.7,13.7,lognormal,158.5,0.1
-M.MUH.2.flt.null.bur.god.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,19.4,lognormal,151.4,0.14,lognormal,173.4,0.13,normal,180.3,16.4
-M.MUH.2.flt.null.bur.god.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.7,0.17,lognormal,163.4,0.13,normal,184.7,18.7,lognormal,195.7,0.1
-M.MUH.2.flt.null.bur.god.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.2,26.0,normal,194.7,25.5,normal,216.0,21.1,normal,216.5,20.1
-M.MUH.2.flt.null.bur.god.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,22.2,normal,164.7,20.4,lognormal,183.1,0.11,lognormal,184.8,0.12
-M.MUH.2.flt.null.bur.god.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,23.6,normal,161.4,22.6,lognormal,179.0,0.12,lognormal,179.8,0.12
-M.MUH.2.flt.null.bur.god.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,23.0,normal,175.6,21.5,lognormal,195.4,0.11,lognormal,196.1,0.1
-M.MUH.2.flt.null.bur.god.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.8,24.2,lognormal,189.4,0.14,lognormal,206.5,0.1,normal,207.0,18.2
-M.MUH.2.flt.null.bur.god.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.2,26.0,normal,194.7,25.5,normal,216.0,21.1,normal,216.5,20.1
-M.MUH.2.flt.null.bur.god.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,21.0,lognormal,165.0,0.14,lognormal,182.7,0.11,lognormal,184.7,0.11
-M.MUH.2.flt.null.bur.god.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.4,lognormal,161.7,0.16,lognormal,177.9,0.12,normal,178.9,18.9
-M.MUH.2.flt.null.bur.god.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.3,23.7,lognormal,176.2,0.13,lognormal,194.9,0.11,lognormal,195.8,0.1
-M.MUH.2.flt.null.bur.god.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.8,24.2,lognormal,189.4,0.14,lognormal,206.5,0.1,normal,207.0,18.2
-M.MUH.2.flt.null.bur.por.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,21.3,lognormal,139.0,0.17,normal,169.4,21.0,normal,218.8,18.0
-M.MUH.2.flt.null.bur.por.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,17.3,lognormal,120.2,0.16,normal,143.9,16.4,lognormal,183.5,0.11
-M.MUH.2.flt.null.bur.por.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,17.2,lognormal,112.8,0.17,normal,137.2,17.3,lognormal,167.7,0.1
-M.MUH.2.flt.null.bur.por.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,18.5,lognormal,127.8,0.16,lognormal,154.1,0.13,lognormal,198.2,0.1
-M.MUH.2.flt.null.bur.por.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,19.5,normal,134.6,19.6,lognormal,164.5,0.14,normal,212.1,16.7
-M.MUH.2.flt.null.bur.por.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,21.3,lognormal,139.0,0.17,normal,169.4,21.0,normal,218.8,18.0
-M.MUH.2.flt.null.bur.por.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,16.9,lognormal,119.9,0.16,normal,143.3,16.3,lognormal,183.3,0.1
-M.MUH.2.flt.null.bur.por.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,17.0,lognormal,112.8,0.18,lognormal,137.2,0.14,lognormal,167.5,0.1
-M.MUH.2.flt.null.bur.por.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,18.1,normal,126.6,17.8,lognormal,154.3,0.13,lognormal,198.7,0.1
-M.MUH.2.flt.null.bur.por.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,19.5,normal,134.6,19.6,lognormal,164.5,0.14,normal,212.1,16.7
-M.MUH.2.flt.null.bur.por.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.9,lognormal,139.5,0.17,lognormal,172.5,0.15,lognormal,250.0,0.13
-M.MUH.2.flt.null.bur.por.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,19.1,lognormal,122.5,0.17,lognormal,150.3,0.14,lognormal,199.9,0.11
-M.MUH.2.flt.null.bur.por.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.4,lognormal,112.6,0.17,lognormal,139.5,0.15,normal,200.3,19.6
-M.MUH.2.flt.null.bur.por.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,20.4,normal,128.9,19.4,lognormal,159.7,0.15,normal,211.3,17.9
-M.MUH.2.flt.null.bur.por.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,21.8,lognormal,136.4,0.17,lognormal,168.8,0.15,normal,225.9,19.8
-M.MUH.2.flt.null.bur.por.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.9,lognormal,139.5,0.17,lognormal,172.5,0.15,lognormal,250.0,0.13
-M.MUH.2.flt.null.bur.por.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,18.9,lognormal,122.5,0.17,lognormal,149.8,0.15,lognormal,199.6,0.11
-M.MUH.2.flt.null.bur.por.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.5,lognormal,112.8,0.17,lognormal,139.3,0.15,lognormal,203.1,0.12
-M.MUH.2.flt.null.bur.por.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,20.4,normal,128.9,19.4,lognormal,159.7,0.15,normal,211.3,17.9
-M.MUH.2.flt.null.bur.por.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,21.8,lognormal,136.4,0.17,lognormal,168.8,0.15,normal,225.9,19.8
-M.MUH.2.flt.null.bur.por.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,21.0,normal,138.0,20.4,lognormal,171.1,0.15,lognormal,203.7,0.1
-M.MUH.2.flt.null.bur.por.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,17.2,lognormal,119.3,0.16,normal,143.8,16.8,lognormal,167.0,0.11
-M.MUH.2.flt.null.bur.por.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,17.3,lognormal,112.1,0.17,normal,136.8,17.4,lognormal,158.0,0.1
-M.MUH.2.flt.null.bur.por.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,18.1,normal,127.3,18.5,lognormal,153.7,0.13,normal,179.5,15.6
-M.MUH.2.flt.null.bur.por.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.8,lognormal,134.6,0.16,normal,163.6,20.1,normal,194.4,17.3
-M.MUH.2.flt.null.bur.por.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,21.0,normal,138.0,20.4,lognormal,171.1,0.15,lognormal,203.7,0.1
-M.MUH.2.flt.null.bur.por.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,17.3,lognormal,119.3,0.16,lognormal,143.5,0.13,lognormal,167.3,0.11
-M.MUH.2.flt.null.bur.por.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.4,lognormal,112.3,0.17,normal,136.8,17.3,normal,156.9,13.7
-M.MUH.2.flt.null.bur.por.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,18.3,normal,126.9,18.1,normal,153.2,17.9,normal,179.7,16.0
-M.MUH.2.flt.null.bur.por.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.9,normal,134.4,19.4,normal,164.0,20.7,lognormal,194.2,0.09
-M.MUH.2.flt.null.bur.por.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,21.2,lognormal,139.5,0.17,lognormal,172.7,0.15,normal,213.5,17.7
-M.MUH.2.flt.null.bur.por.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,18.8,lognormal,122.6,0.17,lognormal,150.7,0.15,lognormal,184.7,0.11
-M.MUH.2.flt.null.bur.por.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,17.3,lognormal,112.3,0.17,normal,139.2,19.0,lognormal,180.7,0.13
-M.MUH.2.flt.null.bur.por.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,19.9,lognormal,129.6,0.17,lognormal,160.1,0.15,normal,197.8,18.5
-M.MUH.2.flt.null.bur.por.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,21.7,lognormal,136.9,0.17,lognormal,169.4,0.15,lognormal,208.9,0.1
-M.MUH.2.flt.null.bur.por.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,21.2,lognormal,139.5,0.17,lognormal,172.7,0.15,normal,213.5,17.7
-M.MUH.2.flt.null.bur.por.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,18.8,lognormal,122.6,0.17,lognormal,151.0,0.15,lognormal,184.6,0.11
-M.MUH.2.flt.null.bur.por.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,17.3,lognormal,112.1,0.17,normal,139.1,19.2,lognormal,180.8,0.12
-M.MUH.2.flt.null.bur.por.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,20.1,lognormal,129.7,0.17,normal,159.1,20.6,lognormal,196.3,0.1
-M.MUH.2.flt.null.bur.por.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,21.4,lognormal,136.0,0.17,lognormal,168.2,0.15,normal,207.3,18.0
-M.MUH.2.flt.null.bur.por.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.2,22.3,lognormal,170.7,0.13,normal,198.2,21.9,normal,248.7,23.4
-M.MUH.2.flt.null.bur.por.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.9,lognormal,138.8,0.14,normal,160.4,18.5,lognormal,201.5,0.1
-M.MUH.2.flt.null.bur.por.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,19.4,lognormal,144.4,0.12,normal,160.4,13.2,normal,184.8,15.5
-M.MUH.2.flt.null.bur.por.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.1,lognormal,150.9,0.14,normal,176.2,21.8,lognormal,220.4,0.1
-M.MUH.2.flt.null.bur.por.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.8,0.17,lognormal,163.2,0.14,lognormal,190.1,0.13,lognormal,230.2,0.09
-M.MUH.2.flt.null.bur.por.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.2,22.3,lognormal,170.7,0.13,normal,198.2,21.9,normal,248.7,23.4
-M.MUH.2.flt.null.bur.por.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.7,lognormal,138.1,0.14,normal,160.2,18.1,normal,201.9,17.8
-M.MUH.2.flt.null.bur.por.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,19.9,lognormal,144.8,0.12,lognormal,160.9,0.09,lognormal,184.1,0.09
-M.MUH.2.flt.null.bur.por.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.1,lognormal,150.9,0.14,normal,176.2,21.8,lognormal,220.4,0.1
-M.MUH.2.flt.null.bur.por.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.8,0.17,lognormal,163.2,0.14,lognormal,190.1,0.13,lognormal,230.2,0.09
-M.MUH.2.flt.null.bur.por.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,normal,193.6,22.8,lognormal,232.6,0.12,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.por.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.6,21.9,lognormal,164.7,0.13,normal,199.8,21.7,normal,228.2,18.2
-M.MUH.2.flt.null.bur.por.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,24.0,normal,162.0,22.6,normal,196.1,22.9,normal,219.9,17.6
-M.MUH.2.flt.null.bur.por.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.7,23.0,lognormal,176.3,0.14,normal,210.1,19.1,normal,250.0,20.0
-M.MUH.2.flt.null.bur.por.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.4,lognormal,189.3,0.14,normal,228.0,25.4,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.por.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,normal,193.6,22.8,lognormal,232.6,0.12,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.por.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.8,21.5,lognormal,164.4,0.14,lognormal,200.6,0.12,normal,226.6,17.2
-M.MUH.2.flt.null.bur.por.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.8,23.7,normal,162.0,22.8,normal,195.8,22.2,normal,221.1,18.6
-M.MUH.2.flt.null.bur.por.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,23.2,normal,175.8,21.6,normal,209.9,19.1,normal,250.0,20.0
-M.MUH.2.flt.null.bur.por.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.4,lognormal,189.3,0.14,normal,228.0,25.4,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.por.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,22.3,lognormal,171.6,0.14,lognormal,192.5,0.1,lognormal,202.1,0.1
-M.MUH.2.flt.null.bur.por.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.9,lognormal,139.6,0.15,normal,157.6,17.2,lognormal,166.0,0.1
-M.MUH.2.flt.null.bur.por.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,20.2,normal,144.3,16.4,lognormal,155.8,0.09,lognormal,158.1,0.1
-M.MUH.2.flt.null.bur.por.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.3,lognormal,150.9,0.14,lognormal,172.8,0.13,lognormal,179.7,0.1
-M.MUH.2.flt.null.bur.por.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.0,20.9,lognormal,162.3,0.14,lognormal,184.7,0.11,lognormal,194.2,0.1
-M.MUH.2.flt.null.bur.por.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,22.3,lognormal,171.6,0.14,lognormal,192.5,0.1,lognormal,202.1,0.1
-M.MUH.2.flt.null.bur.por.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,18.1,lognormal,138.6,0.14,lognormal,158.2,0.12,lognormal,167.9,0.11
-M.MUH.2.flt.null.bur.por.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,20.0,lognormal,144.4,0.12,normal,155.7,14.0,normal,158.7,15.5
-M.MUH.2.flt.null.bur.por.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.2,lognormal,151.3,0.14,lognormal,172.8,0.13,lognormal,180.6,0.1
-M.MUH.2.flt.null.bur.por.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.5,0.16,normal,160.4,17.9,normal,184.2,18.4,lognormal,194.3,0.1
-M.MUH.2.flt.null.bur.por.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,lognormal,193.8,0.14,normal,214.3,19.9,normal,215.4,20.0
-M.MUH.2.flt.null.bur.por.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.5,22.2,lognormal,163.9,0.14,lognormal,183.3,0.11,lognormal,184.0,0.11
-M.MUH.2.flt.null.bur.por.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,23.7,normal,161.2,22.0,lognormal,179.0,0.12,lognormal,180.0,0.12
-M.MUH.2.flt.null.bur.por.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.1,23.0,lognormal,176.6,0.14,normal,194.4,18.9,normal,195.3,18.8
-M.MUH.2.flt.null.bur.por.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.7,23.5,lognormal,188.1,0.14,normal,207.2,19.7,normal,208.5,19.7
-M.MUH.2.flt.null.bur.por.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,lognormal,193.8,0.14,normal,214.3,19.9,normal,215.4,20.0
-M.MUH.2.flt.null.bur.por.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,20.8,lognormal,163.7,0.13,lognormal,182.7,0.11,lognormal,183.9,0.11
-M.MUH.2.flt.null.bur.por.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,23.3,normal,160.3,21.6,lognormal,179.2,0.13,lognormal,180.3,0.12
-M.MUH.2.flt.null.bur.por.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.4,22.1,lognormal,176.3,0.14,normal,195.3,18.1,normal,195.9,17.6
-M.MUH.2.flt.null.bur.por.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.7,23.5,lognormal,188.1,0.14,normal,207.2,19.7,normal,208.5,19.7
-M.MUH.2.flt.null.bur.por.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.7,normal,138.6,20.2,lognormal,172.1,0.16,normal,249.1,22.3
-M.MUH.2.flt.null.bur.por.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,17.3,lognormal,120.0,0.16,normal,145.5,17.8,normal,200.3,17.2
-M.MUH.2.flt.null.bur.por.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.7,lognormal,112.2,0.17,normal,139.8,19.1,lognormal,185.6,0.09
-M.MUH.2.flt.null.bur.por.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,18.2,lognormal,127.4,0.16,lognormal,156.5,0.14,normal,215.5,17.7
-M.MUH.2.flt.null.bur.por.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,20.3,normal,134.9,19.8,lognormal,166.8,0.15,lognormal,250.0,0.12
-M.MUH.2.flt.null.bur.por.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.7,normal,138.6,20.2,lognormal,172.1,0.16,normal,249.1,22.3
-M.MUH.2.flt.null.bur.por.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.0,lognormal,119.3,0.16,normal,145.7,17.9,normal,199.5,16.7
-M.MUH.2.flt.null.bur.por.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.6,lognormal,112.3,0.17,normal,139.9,19.3,lognormal,185.9,0.09
-M.MUH.2.flt.null.bur.por.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,18.2,lognormal,127.4,0.16,lognormal,156.5,0.14,normal,215.5,17.7
-M.MUH.2.flt.null.bur.por.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,20.3,normal,134.9,19.8,lognormal,166.8,0.15,lognormal,250.0,0.12
-M.MUH.2.flt.null.bur.por.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,21.5,normal,139.4,21.0,lognormal,174.1,0.16,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.por.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,18.9,lognormal,122.4,0.17,lognormal,153.1,0.16,normal,221.2,14.2
-M.MUH.2.flt.null.bur.por.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.5,lognormal,112.7,0.18,lognormal,140.9,0.16,normal,218.5,17.0
-M.MUH.2.flt.null.bur.por.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,20.0,lognormal,129.4,0.17,lognormal,161.8,0.16,normal,250.3,19.1
-M.MUH.2.flt.null.bur.por.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,20.7,lognormal,136.2,0.17,lognormal,170.1,0.15,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.por.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,21.5,normal,139.4,21.0,lognormal,174.1,0.16,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.por.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,18.9,lognormal,122.7,0.17,lognormal,152.3,0.16,normal,229.3,18.7
-M.MUH.2.flt.null.bur.por.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,17.4,lognormal,112.7,0.17,lognormal,141.6,0.16,normal,219.2,16.7
-M.MUH.2.flt.null.bur.por.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,20.0,lognormal,129.1,0.17,lognormal,162.5,0.17,normal,250.3,19.1
-M.MUH.2.flt.null.bur.por.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,20.7,lognormal,136.2,0.17,lognormal,170.1,0.15,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.por.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,21.0,normal,138.5,19.5,lognormal,171.4,0.15,normal,200.1,15.7
-M.MUH.2.flt.null.bur.por.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,17.0,lognormal,119.8,0.16,lognormal,145.8,0.13,lognormal,167.3,0.11
-M.MUH.2.flt.null.bur.por.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,17.2,lognormal,112.5,0.17,lognormal,139.7,0.15,lognormal,158.0,0.1
-M.MUH.2.flt.null.bur.por.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,18.4,lognormal,127.6,0.16,normal,155.3,19.2,lognormal,183.0,0.11
-M.MUH.2.flt.null.bur.por.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.8,lognormal,134.7,0.16,lognormal,167.1,0.15,lognormal,197.0,0.11
-M.MUH.2.flt.null.bur.por.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,21.0,normal,138.5,19.5,lognormal,171.4,0.15,normal,200.1,15.7
-M.MUH.2.flt.null.bur.por.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,17.7,lognormal,119.9,0.16,lognormal,145.2,0.13,lognormal,167.4,0.11
-M.MUH.2.flt.null.bur.por.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,17.2,lognormal,112.2,0.17,normal,139.2,18.7,lognormal,158.1,0.1
-M.MUH.2.flt.null.bur.por.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,18.3,lognormal,127.9,0.16,lognormal,155.3,0.13,normal,180.3,17.2
-M.MUH.2.flt.null.bur.por.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.9,lognormal,134.9,0.16,lognormal,166.1,0.14,lognormal,194.4,0.1
-M.MUH.2.flt.null.bur.por.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,21.6,lognormal,140.3,0.17,lognormal,175.0,0.16,normal,211.3,16.4
-M.MUH.2.flt.null.bur.por.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,19.1,lognormal,122.4,0.17,lognormal,153.7,0.16,lognormal,184.4,0.11
-M.MUH.2.flt.null.bur.por.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.6,lognormal,112.8,0.18,lognormal,140.6,0.16,lognormal,179.4,0.12
-M.MUH.2.flt.null.bur.por.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,20.3,lognormal,130.0,0.17,lognormal,161.6,0.16,normal,194.7,17.4
-M.MUH.2.flt.null.bur.por.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,21.3,lognormal,137.3,0.18,lognormal,170.3,0.16,normal,206.6,17.3
-M.MUH.2.flt.null.bur.por.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,21.6,lognormal,140.3,0.17,lognormal,175.0,0.16,normal,211.3,16.4
-M.MUH.2.flt.null.bur.por.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,18.8,lognormal,123.0,0.18,lognormal,153.2,0.16,lognormal,183.9,0.11
-M.MUH.2.flt.null.bur.por.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.4,lognormal,112.6,0.17,lognormal,140.8,0.16,lognormal,180.0,0.12
-M.MUH.2.flt.null.bur.por.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,20.3,lognormal,130.0,0.17,lognormal,160.8,0.15,lognormal,195.2,0.1
-M.MUH.2.flt.null.bur.por.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,21.1,lognormal,138.0,0.18,lognormal,170.0,0.16,lognormal,207.9,0.1
-M.MUH.2.flt.null.bur.por.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.3,lognormal,171.7,0.13,normal,197.4,21.0,normal,248.5,23.9
-M.MUH.2.flt.null.bur.por.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,17.9,lognormal,138.8,0.14,normal,160.7,19.5,normal,201.3,17.9
-M.MUH.2.flt.null.bur.por.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,19.6,normal,144.0,16.5,normal,160.3,13.5,normal,184.9,14.8
-M.MUH.2.flt.null.bur.por.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.2,0.16,lognormal,151.1,0.14,lognormal,176.9,0.14,normal,215.0,18.3
-M.MUH.2.flt.null.bur.por.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.9,0.16,lognormal,163.2,0.14,lognormal,189.8,0.12,lognormal,250.0,0.13
-M.MUH.2.flt.null.bur.por.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.3,lognormal,171.7,0.13,normal,197.4,21.0,normal,248.5,23.9
-M.MUH.2.flt.null.bur.por.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.8,lognormal,139.3,0.14,normal,159.6,18.1,normal,200.5,17.8
-M.MUH.2.flt.null.bur.por.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,19.7,lognormal,143.6,0.12,lognormal,160.6,0.09,normal,184.0,14.3
-M.MUH.2.flt.null.bur.por.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.2,0.16,lognormal,151.0,0.14,lognormal,176.9,0.14,normal,214.8,18.1
-M.MUH.2.flt.null.bur.por.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.9,0.16,lognormal,163.2,0.14,lognormal,189.8,0.12,lognormal,250.0,0.13
-M.MUH.2.flt.null.bur.por.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.5,26.0,normal,194.8,25.2,normal,245.8,31.1,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.por.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.1,lognormal,164.7,0.13,normal,201.1,22.6,normal,225.7,16.4
-M.MUH.2.flt.null.bur.por.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,24.2,normal,162.6,23.2,normal,195.7,21.2,normal,218.4,16.4
-M.MUH.2.flt.null.bur.por.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.5,normal,175.8,21.1,normal,213.1,20.8,normal,249.9,20.3
-M.MUH.2.flt.null.bur.por.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.6,24.6,lognormal,190.2,0.15,lognormal,224.5,0.11,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.por.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.5,26.0,normal,194.8,25.2,normal,245.8,31.1,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.por.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,21.9,lognormal,164.4,0.13,normal,199.4,22.6,lognormal,250.0,0.13
-M.MUH.2.flt.null.bur.por.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.7,24.3,normal,161.7,22.4,normal,195.9,21.7,normal,219.7,16.7
-M.MUH.2.flt.null.bur.por.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.5,normal,175.8,21.1,normal,213.1,20.8,normal,249.9,20.3
-M.MUH.2.flt.null.bur.por.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.6,24.6,lognormal,190.2,0.15,lognormal,224.5,0.11,lognormal,250.0,0.06
-M.MUH.2.flt.null.bur.por.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.1,0.16,lognormal,170.9,0.13,normal,193.9,19.5,lognormal,202.0,0.09
-M.MUH.2.flt.null.bur.por.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,18.0,lognormal,138.9,0.14,normal,158.0,17.0,lognormal,167.1,0.11
-M.MUH.2.flt.null.bur.por.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,19.9,lognormal,143.7,0.12,normal,155.4,13.8,lognormal,158.2,0.1
-M.MUH.2.flt.null.bur.por.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.6,0.16,lognormal,151.9,0.15,normal,172.8,19.7,lognormal,180.8,0.1
-M.MUH.2.flt.null.bur.por.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.7,0.17,lognormal,163.4,0.13,normal,184.7,18.7,lognormal,195.7,0.1
-M.MUH.2.flt.null.bur.por.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.1,0.16,lognormal,170.9,0.13,normal,193.9,19.5,lognormal,202.0,0.09
-M.MUH.2.flt.null.bur.por.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,18.2,lognormal,138.7,0.14,normal,158.3,18.0,lognormal,168.2,0.11
-M.MUH.2.flt.null.bur.por.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,19.9,lognormal,144.5,0.12,normal,155.7,13.7,lognormal,158.5,0.1
-M.MUH.2.flt.null.bur.por.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,19.4,lognormal,151.4,0.14,lognormal,173.4,0.13,normal,180.3,16.4
-M.MUH.2.flt.null.bur.por.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.7,0.17,lognormal,163.4,0.13,normal,184.7,18.7,lognormal,195.7,0.1
-M.MUH.2.flt.null.bur.por.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.2,26.0,normal,194.7,25.5,normal,216.0,21.1,normal,216.5,20.1
-M.MUH.2.flt.null.bur.por.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,22.2,normal,164.7,20.4,lognormal,183.1,0.11,lognormal,184.8,0.12
-M.MUH.2.flt.null.bur.por.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,23.6,normal,161.4,22.6,lognormal,179.0,0.12,lognormal,179.8,0.12
-M.MUH.2.flt.null.bur.por.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,23.0,normal,175.6,21.5,lognormal,195.4,0.11,lognormal,196.1,0.1
-M.MUH.2.flt.null.bur.por.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.8,24.2,lognormal,189.4,0.14,lognormal,206.5,0.1,normal,207.0,18.2
-M.MUH.2.flt.null.bur.por.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.2,26.0,normal,194.7,25.5,normal,216.0,21.1,normal,216.5,20.1
-M.MUH.2.flt.null.bur.por.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,21.0,lognormal,165.0,0.14,lognormal,182.7,0.11,lognormal,184.7,0.11
-M.MUH.2.flt.null.bur.por.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.4,lognormal,161.7,0.16,lognormal,177.9,0.12,normal,178.9,18.9
-M.MUH.2.flt.null.bur.por.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.3,23.7,lognormal,176.2,0.13,lognormal,194.9,0.11,lognormal,195.8,0.1
-M.MUH.2.flt.null.bur.por.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.8,24.2,lognormal,189.4,0.14,lognormal,206.5,0.1,normal,207.0,18.2
-M.MUH.2.flt.null.spm.god.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,20.2,lognormal,150.7,0.15,normal,175.4,19.0,normal,217.9,16.3
-M.MUH.2.flt.null.spm.god.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,16.6,normal,126.5,15.2,lognormal,146.9,0.11,lognormal,183.1,0.1
-M.MUH.2.flt.null.spm.god.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,18.2,lognormal,123.0,0.16,normal,141.3,15.4,lognormal,168.1,0.1
-M.MUH.2.flt.null.spm.god.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.6,lognormal,135.8,0.14,normal,158.2,16.4,normal,197.2,18.0
-M.MUH.2.flt.null.spm.god.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,19.6,lognormal,145.0,0.14,normal,169.3,17.3,normal,211.1,16.9
-M.MUH.2.flt.null.spm.god.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,20.2,lognormal,150.7,0.15,normal,175.4,19.0,normal,217.9,16.3
-M.MUH.2.flt.null.spm.god.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.7,normal,126.2,15.1,lognormal,146.9,0.11,lognormal,183.0,0.1
-M.MUH.2.flt.null.spm.god.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,18.3,lognormal,122.6,0.16,normal,140.9,15.2,lognormal,168.1,0.1
-M.MUH.2.flt.null.spm.god.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.3,lognormal,135.7,0.14,lognormal,157.7,0.11,normal,198.1,18.1
-M.MUH.2.flt.null.spm.god.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,19.6,lognormal,145.0,0.14,normal,169.3,17.3,normal,211.1,16.9
-M.MUH.2.flt.null.spm.god.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,24.7,lognormal,153.2,0.16,normal,178.6,22.3,lognormal,250.0,0.12
-M.MUH.2.flt.null.spm.god.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,20.9,lognormal,133.3,0.16,lognormal,154.8,0.13,normal,200.2,19.1
-M.MUH.2.flt.null.spm.god.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,19.8,normal,122.9,18.1,normal,144.7,19.0,normal,201.2,19.7
-M.MUH.2.flt.null.spm.god.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,21.0,lognormal,140.6,0.16,normal,165.6,21.3,normal,212.0,18.3
-M.MUH.2.flt.null.spm.god.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,23.3,lognormal,148.5,0.16,lognormal,176.3,0.15,lognormal,230.0,0.1
-M.MUH.2.flt.null.spm.god.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,24.7,lognormal,153.2,0.16,normal,178.6,22.3,lognormal,250.0,0.12
-M.MUH.2.flt.null.spm.god.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.8,lognormal,133.1,0.16,normal,154.8,19.0,lognormal,199.8,0.1
-M.MUH.2.flt.null.spm.god.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,19.5,lognormal,123.1,0.16,lognormal,145.1,0.15,normal,200.5,19.7
-M.MUH.2.flt.null.spm.god.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,21.4,lognormal,140.5,0.16,normal,165.6,20.8,normal,210.5,16.7
-M.MUH.2.flt.null.spm.god.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,23.3,lognormal,148.5,0.16,lognormal,176.3,0.15,lognormal,230.0,0.1
-M.MUH.2.flt.null.spm.god.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,20.5,normal,150.0,20.0,normal,175.1,18.5,normal,200.5,16.3
-M.MUH.2.flt.null.spm.god.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,16.6,normal,126.5,15.5,lognormal,147.6,0.12,lognormal,167.4,0.11
-M.MUH.2.flt.null.spm.god.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.9,lognormal,122.7,0.16,normal,140.9,15.1,lognormal,158.2,0.1
-M.MUH.2.flt.null.spm.god.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.6,lognormal,135.8,0.14,lognormal,158.6,0.11,normal,180.0,16.0
-M.MUH.2.flt.null.spm.god.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,19.5,normal,144.7,18.5,lognormal,170.0,0.12,lognormal,195.3,0.1
-M.MUH.2.flt.null.spm.god.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,20.5,normal,150.0,20.0,normal,175.1,18.5,normal,200.5,16.3
-M.MUH.2.flt.null.spm.god.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,16.6,normal,126.4,15.5,lognormal,147.8,0.12,lognormal,166.5,0.1
-M.MUH.2.flt.null.spm.god.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,18.1,lognormal,122.7,0.16,lognormal,141.1,0.12,lognormal,158.5,0.1
-M.MUH.2.flt.null.spm.god.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.6,lognormal,136.0,0.14,lognormal,158.6,0.11,normal,179.8,15.8
-M.MUH.2.flt.null.spm.god.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,19.5,normal,144.7,18.5,lognormal,170.0,0.12,lognormal,195.3,0.1
-M.MUH.2.flt.null.spm.god.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,23.8,lognormal,153.5,0.17,lognormal,180.5,0.15,normal,214.7,18.7
-M.MUH.2.flt.null.spm.god.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,20.1,lognormal,133.5,0.16,lognormal,155.3,0.14,lognormal,185.2,0.12
-M.MUH.2.flt.null.spm.god.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,19.5,lognormal,123.5,0.17,normal,144.5,18.2,lognormal,179.3,0.12
-M.MUH.2.flt.null.spm.god.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,21.8,lognormal,141.1,0.16,lognormal,167.7,0.15,lognormal,198.3,0.11
-M.MUH.2.flt.null.spm.god.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.5,22.8,lognormal,148.6,0.16,normal,175.8,23.4,normal,207.4,18.4
-M.MUH.2.flt.null.spm.god.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,23.8,lognormal,153.5,0.17,lognormal,180.5,0.15,normal,214.7,18.7
-M.MUH.2.flt.null.spm.god.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,20.6,lognormal,133.1,0.16,normal,155.9,19.6,lognormal,184.0,0.11
-M.MUH.2.flt.null.spm.god.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,19.5,lognormal,122.9,0.17,normal,145.3,19.1,lognormal,179.2,0.12
-M.MUH.2.flt.null.spm.god.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,22.0,lognormal,141.8,0.16,lognormal,166.7,0.14,lognormal,197.0,0.1
-M.MUH.2.flt.null.spm.god.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.5,22.8,lognormal,148.6,0.16,normal,175.8,23.4,normal,207.4,18.4
-M.MUH.2.flt.null.spm.god.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.4,lognormal,168.4,0.13,lognormal,193.9,0.11,normal,248.5,23.9
-M.MUH.2.flt.null.spm.god.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.5,lognormal,138.1,0.14,normal,160.3,18.8,normal,199.7,17.3
-M.MUH.2.flt.null.spm.god.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.3,normal,140.6,16.1,normal,159.6,14.0,normal,184.7,14.4
-M.MUH.2.flt.null.spm.god.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.7,lognormal,148.8,0.13,lognormal,175.9,0.14,lognormal,219.7,0.1
-M.MUH.2.flt.null.spm.god.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.0,0.16,lognormal,160.8,0.13,lognormal,187.9,0.12,lognormal,250.0,0.13
-M.MUH.2.flt.null.spm.god.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.4,lognormal,168.4,0.13,lognormal,193.9,0.11,normal,248.5,23.9
-M.MUH.2.flt.null.spm.god.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.7,lognormal,137.9,0.14,normal,160.1,18.5,normal,200.2,17.1
-M.MUH.2.flt.null.spm.god.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.3,normal,140.7,16.2,normal,159.6,13.9,normal,184.8,14.6
-M.MUH.2.flt.null.spm.god.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.7,lognormal,148.8,0.13,lognormal,175.9,0.14,lognormal,219.7,0.1
-M.MUH.2.flt.null.spm.god.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.0,0.16,lognormal,160.8,0.13,lognormal,187.9,0.12,lognormal,250.0,0.13
-M.MUH.2.flt.null.spm.god.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.2,25.9,lognormal,186.2,0.15,normal,216.2,22.5,normal,216.3,22.9
-M.MUH.2.flt.null.spm.god.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,20.5,lognormal,158.6,0.14,lognormal,190.4,0.12,lognormal,250.0,0.13
-M.MUH.2.flt.null.spm.god.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.5,lognormal,151.5,0.16,normal,184.0,25.1,normal,220.9,18.9
-M.MUH.2.flt.null.spm.god.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.7,22.9,normal,169.3,22.2,normal,205.8,23.9,normal,250.3,19.3
-M.MUH.2.flt.null.spm.god.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,lognormal,180.3,0.15,normal,211.0,20.6,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.god.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.2,25.9,lognormal,186.2,0.15,normal,216.2,22.5,normal,216.3,22.9
-M.MUH.2.flt.null.spm.god.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,21.2,normal,158.4,20.1,normal,194.3,24.6,normal,229.8,19.4
-M.MUH.2.flt.null.spm.god.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,22.2,lognormal,152.3,0.17,normal,183.2,23.9,normal,218.1,16.3
-M.MUH.2.flt.null.spm.god.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.7,22.9,normal,169.3,22.2,normal,205.8,23.9,normal,250.3,19.3
-M.MUH.2.flt.null.spm.god.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,lognormal,180.3,0.15,normal,211.0,20.6,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.god.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.3,lognormal,168.1,0.14,lognormal,192.9,0.11,normal,203.0,17.5
-M.MUH.2.flt.null.spm.god.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.9,lognormal,136.8,0.13,normal,156.6,16.8,normal,166.4,16.1
-M.MUH.2.flt.null.spm.god.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,19.1,lognormal,141.2,0.13,normal,154.6,13.2,normal,156.8,13.3
-M.MUH.2.flt.null.spm.god.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.1,lognormal,148.5,0.13,lognormal,171.9,0.13,lognormal,179.3,0.1
-M.MUH.2.flt.null.spm.god.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.8,normal,159.7,18.5,normal,184.6,19.2,lognormal,194.9,0.1
-M.MUH.2.flt.null.spm.god.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.3,lognormal,168.1,0.14,lognormal,192.9,0.11,normal,203.0,17.5
-M.MUH.2.flt.null.spm.god.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.6,lognormal,136.7,0.13,normal,156.9,17.1,lognormal,167.6,0.11
-M.MUH.2.flt.null.spm.god.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,18.9,normal,140.3,16.2,normal,154.2,13.2,lognormal,156.9,0.09
-M.MUH.2.flt.null.spm.god.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.4,0.16,lognormal,148.3,0.13,lognormal,171.8,0.13,lognormal,181.4,0.1
-M.MUH.2.flt.null.spm.god.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.8,normal,159.7,18.5,normal,184.6,19.2,lognormal,194.9,0.1
-M.MUH.2.flt.null.spm.god.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,27.1,normal,186.1,24.8,normal,209.2,20.3,normal,213.1,17.5
-M.MUH.2.flt.null.spm.god.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,21.0,normal,157.3,19.3,normal,180.1,19.0,normal,183.3,18.4
-M.MUH.2.flt.null.spm.god.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,23.2,lognormal,153.2,0.17,lognormal,174.6,0.13,lognormal,179.4,0.12
-M.MUH.2.flt.null.spm.god.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,22.9,normal,169.7,22.3,normal,192.8,20.6,normal,195.9,19.2
-M.MUH.2.flt.null.spm.god.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,normal,180.1,23.8,normal,205.6,21.4,lognormal,209.7,0.1
-M.MUH.2.flt.null.spm.god.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,27.1,normal,186.1,24.8,normal,209.2,20.3,normal,213.1,17.5
-M.MUH.2.flt.null.spm.god.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,21.0,normal,157.7,19.5,lognormal,181.3,0.12,lognormal,185.4,0.12
-M.MUH.2.flt.null.spm.god.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.3,lognormal,153.0,0.16,lognormal,174.6,0.13,lognormal,179.4,0.12
-M.MUH.2.flt.null.spm.god.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.0,22.2,lognormal,170.0,0.15,lognormal,192.3,0.11,lognormal,197.0,0.11
-M.MUH.2.flt.null.spm.god.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,normal,180.1,23.8,normal,205.6,21.4,lognormal,209.7,0.1
-M.MUH.2.flt.null.spm.god.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.2,lognormal,151.6,0.15,lognormal,183.0,0.14,lognormal,250.0,0.11
-M.MUH.2.flt.null.spm.god.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.0,lognormal,127.9,0.14,normal,152.4,17.8,lognormal,200.3,0.09
-M.MUH.2.flt.null.spm.god.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,18.0,lognormal,124.7,0.17,normal,148.8,18.8,normal,184.8,15.1
-M.MUH.2.flt.null.spm.god.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.6,normal,136.2,17.4,lognormal,163.1,0.13,normal,213.0,14.5
-M.MUH.2.flt.null.spm.god.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,19.6,normal,145.5,18.7,lognormal,176.2,0.14,normal,234.6,20.8
-M.MUH.2.flt.null.spm.god.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.2,lognormal,151.6,0.15,lognormal,183.0,0.14,lognormal,250.0,0.11
-M.MUH.2.flt.null.spm.god.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.7,normal,127.6,16.6,lognormal,152.3,0.13,normal,200.9,17.2
-M.MUH.2.flt.null.spm.god.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.1,lognormal,124.7,0.17,normal,148.8,18.7,normal,184.5,15.0
-M.MUH.2.flt.null.spm.god.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.9,normal,136.4,17.1,lognormal,163.6,0.13,lognormal,215.6,0.09
-M.MUH.2.flt.null.spm.god.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,19.6,normal,145.5,18.7,lognormal,176.2,0.14,normal,234.6,20.8
-M.MUH.2.flt.null.spm.god.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,25.3,lognormal,154.9,0.17,lognormal,185.7,0.16,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.god.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,20.4,lognormal,134.6,0.17,normal,160.9,22.4,normal,247.5,26.5
-M.MUH.2.flt.null.spm.god.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,19.6,lognormal,124.6,0.17,lognormal,150.2,0.17,normal,215.8,15.0
-M.MUH.2.flt.null.spm.god.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,22.1,lognormal,143.0,0.17,lognormal,172.0,0.17,normal,249.5,21.2
-M.MUH.2.flt.null.spm.god.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,23.6,lognormal,150.6,0.17,lognormal,181.9,0.17,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.god.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,25.3,lognormal,154.9,0.17,lognormal,185.7,0.16,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.god.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,20.4,lognormal,135.0,0.17,lognormal,161.5,0.16,lognormal,250.0,0.13
-M.MUH.2.flt.null.spm.god.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,20.1,lognormal,124.4,0.17,lognormal,150.2,0.17,lognormal,220.0,0.09
-M.MUH.2.flt.null.spm.god.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,22.3,lognormal,143.1,0.17,lognormal,170.4,0.15,lognormal,250.0,0.09
-M.MUH.2.flt.null.spm.god.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,23.6,lognormal,150.6,0.17,lognormal,181.9,0.17,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.god.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.6,lognormal,150.4,0.15,lognormal,181.8,0.14,normal,204.4,19.4
-M.MUH.2.flt.null.spm.god.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.7,lognormal,127.9,0.14,lognormal,151.1,0.12,lognormal,166.4,0.1
-M.MUH.2.flt.null.spm.god.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,18.4,normal,124.3,18.6,normal,146.5,16.9,lognormal,158.6,0.1
-M.MUH.2.flt.null.spm.god.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.5,normal,136.2,17.1,lognormal,162.7,0.13,normal,181.4,17.8
-M.MUH.2.flt.null.spm.god.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.0,19.5,normal,145.9,18.8,normal,175.0,21.2,lognormal,196.3,0.11
-M.MUH.2.flt.null.spm.god.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.6,lognormal,150.4,0.15,lognormal,181.8,0.14,lognormal,204.5,0.1
-M.MUH.2.flt.null.spm.god.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.0,normal,127.8,16.3,lognormal,151.6,0.13,lognormal,167.0,0.11
-M.MUH.2.flt.null.spm.god.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,18.4,lognormal,124.9,0.17,normal,146.4,16.5,lognormal,158.1,0.1
-M.MUH.2.flt.null.spm.god.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.6,normal,136.5,17.1,lognormal,163.5,0.13,lognormal,180.8,0.1
-M.MUH.2.flt.null.spm.god.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.0,19.5,normal,145.9,18.8,normal,175.0,21.2,lognormal,196.3,0.11
-M.MUH.2.flt.null.spm.god.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,24.5,lognormal,154.8,0.17,lognormal,184.5,0.16,normal,213.5,17.9
-M.MUH.2.flt.null.spm.god.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.2,lognormal,134.6,0.17,lognormal,161.7,0.16,normal,185.1,19.6
-M.MUH.2.flt.null.spm.god.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,19.9,lognormal,124.3,0.17,lognormal,149.8,0.16,lognormal,180.4,0.13
-M.MUH.2.flt.null.spm.god.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,21.3,lognormal,142.5,0.16,lognormal,171.2,0.17,lognormal,197.1,0.11
-M.MUH.2.flt.null.spm.god.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.8,23.4,lognormal,151.1,0.17,lognormal,182.7,0.17,lognormal,206.2,0.09
-M.MUH.2.flt.null.spm.god.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,24.5,lognormal,154.8,0.17,lognormal,184.5,0.16,normal,213.5,17.9
-M.MUH.2.flt.null.spm.god.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.4,lognormal,134.7,0.16,lognormal,161.2,0.16,lognormal,185.4,0.12
-M.MUH.2.flt.null.spm.god.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,19.2,lognormal,124.2,0.17,lognormal,149.5,0.16,lognormal,181.2,0.13
-M.MUH.2.flt.null.spm.god.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.0,21.6,lognormal,142.2,0.16,normal,169.2,23.7,normal,195.6,18.7
-M.MUH.2.flt.null.spm.god.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.8,23.4,lognormal,151.1,0.17,lognormal,182.7,0.17,lognormal,206.2,0.09
-M.MUH.2.flt.null.spm.god.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.6,lognormal,169.1,0.14,normal,195.3,20.6,lognormal,250.0,0.12
-M.MUH.2.flt.null.spm.god.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.9,lognormal,136.9,0.13,lognormal,160.0,0.13,lognormal,201.6,0.09
-M.MUH.2.flt.null.spm.god.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.4,normal,141.2,17.1,normal,159.1,13.6,lognormal,184.3,0.09
-M.MUH.2.flt.null.spm.god.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.2,lognormal,149.5,0.14,lognormal,175.1,0.14,normal,214.3,16.8
-M.MUH.2.flt.null.spm.god.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,21.4,normal,160.1,18.7,lognormal,188.4,0.12,normal,247.5,26.6
-M.MUH.2.flt.null.spm.god.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.6,lognormal,169.1,0.14,normal,195.3,20.6,lognormal,250.0,0.12
-M.MUH.2.flt.null.spm.god.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.2,lognormal,136.7,0.13,normal,160.0,19.0,normal,200.3,16.8
-M.MUH.2.flt.null.spm.god.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.4,normal,141.3,17.2,normal,159.1,13.5,normal,184.1,15.1
-M.MUH.2.flt.null.spm.god.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.2,lognormal,149.5,0.14,lognormal,175.1,0.14,normal,214.3,16.8
-M.MUH.2.flt.null.spm.god.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,21.4,normal,160.1,18.7,lognormal,188.4,0.12,normal,247.5,26.6
-M.MUH.2.flt.null.spm.god.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.3,27.1,normal,184.5,24.2,lognormal,224.3,0.14,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.god.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,21.1,normal,158.1,20.2,normal,192.8,25.1,lognormal,250.0,0.13
-M.MUH.2.flt.null.spm.god.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.3,lognormal,152.8,0.17,lognormal,183.0,0.14,lognormal,225.9,0.1
-M.MUH.2.flt.null.spm.god.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.2,lognormal,170.4,0.15,normal,203.2,22.7,normal,250.0,20.0
-M.MUH.2.flt.null.spm.god.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,22.5,lognormal,178.8,0.14,normal,211.7,22.2,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.god.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.3,27.1,normal,184.5,24.2,lognormal,224.3,0.14,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.god.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,21.2,normal,158.3,20.2,normal,193.0,25.1,lognormal,250.0,0.13
-M.MUH.2.flt.null.spm.god.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,22.0,lognormal,152.1,0.16,lognormal,183.9,0.15,lognormal,216.8,0.08
-M.MUH.2.flt.null.spm.god.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.2,lognormal,170.4,0.15,normal,203.2,22.7,normal,250.0,20.0
-M.MUH.2.flt.null.spm.god.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,22.5,lognormal,178.8,0.14,normal,211.7,22.2,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.god.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,22.0,normal,166.2,18.8,lognormal,191.3,0.1,lognormal,203.1,0.1
-M.MUH.2.flt.null.spm.god.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.5,lognormal,136.8,0.13,normal,157.5,17.4,lognormal,167.3,0.11
-M.MUH.2.flt.null.spm.god.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,19.5,normal,140.8,16.5,normal,154.5,13.7,lognormal,157.5,0.1
-M.MUH.2.flt.null.spm.god.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.4,normal,148.8,18.4,lognormal,172.3,0.13,normal,179.6,15.7
-M.MUH.2.flt.null.spm.god.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.7,normal,159.9,18.5,lognormal,184.0,0.11,normal,194.5,17.6
-M.MUH.2.flt.null.spm.god.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,22.0,normal,166.2,18.8,lognormal,191.3,0.1,lognormal,203.1,0.1
-M.MUH.2.flt.null.spm.god.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.5,lognormal,137.9,0.14,normal,157.8,17.1,lognormal,166.3,0.1
-M.MUH.2.flt.null.spm.god.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.4,normal,140.3,16.4,normal,154.7,13.6,normal,157.6,14.4
-M.MUH.2.flt.null.spm.god.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.3,lognormal,148.6,0.13,lognormal,172.2,0.13,normal,179.9,15.7
-M.MUH.2.flt.null.spm.god.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.7,normal,159.9,18.5,lognormal,184.0,0.11,normal,194.5,17.6
-M.MUH.2.flt.null.spm.god.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.1,24.8,lognormal,186.7,0.15,lognormal,210.3,0.11,lognormal,216.1,0.1
-M.MUH.2.flt.null.spm.god.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,20.1,lognormal,158.0,0.14,normal,180.1,18.5,lognormal,184.1,0.11
-M.MUH.2.flt.null.spm.god.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.6,lognormal,153.2,0.17,lognormal,175.1,0.13,lognormal,179.8,0.12
-M.MUH.2.flt.null.spm.god.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,21.7,lognormal,169.5,0.14,normal,192.8,20.6,lognormal,198.2,0.11
-M.MUH.2.flt.null.spm.god.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,25.3,lognormal,179.7,0.15,lognormal,204.5,0.11,normal,208.2,19.4
-M.MUH.2.flt.null.spm.god.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.1,24.8,lognormal,186.7,0.15,lognormal,210.3,0.11,lognormal,216.1,0.1
-M.MUH.2.flt.null.spm.god.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,20.8,normal,157.9,19.4,normal,180.4,19.0,lognormal,183.9,0.11
-M.MUH.2.flt.null.spm.god.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.9,lognormal,153.1,0.16,lognormal,174.4,0.12,lognormal,179.1,0.12
-M.MUH.2.flt.null.spm.god.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.3,22.3,lognormal,168.5,0.14,lognormal,192.5,0.11,lognormal,197.6,0.11
-M.MUH.2.flt.null.spm.god.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,25.3,lognormal,179.7,0.15,lognormal,204.5,0.11,normal,208.2,19.4
-M.MUH.2.flt.null.spm.por.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,22.8,normal,120.2,22.0,normal,132.8,21.1,normal,221.6,18.8
-M.MUH.2.flt.null.spm.por.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.5,18.9,lognormal,115.7,0.18,lognormal,183.3,0.11
-M.MUH.2.flt.null.spm.por.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,19.0,normal,96.4,18.1,lognormal,106.9,0.18,lognormal,165.9,0.09
-M.MUH.2.flt.null.spm.por.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.7,normal,110.7,19.9,lognormal,123.2,0.18,normal,197.9,17.7
-M.MUH.2.flt.null.spm.por.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,21.7,normal,116.6,20.7,normal,129.0,20.6,normal,211.6,16.7
-M.MUH.2.flt.null.spm.por.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,22.8,normal,120.2,22.0,normal,132.8,21.1,normal,221.6,18.8
-M.MUH.2.flt.null.spm.por.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.6,18.9,normal,115.2,18.1,lognormal,183.1,0.11
-M.MUH.2.flt.null.spm.por.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,19.1,normal,96.5,18.1,lognormal,107.1,0.18,normal,166.4,14.5
-M.MUH.2.flt.null.spm.por.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.7,normal,110.7,19.9,lognormal,123.2,0.18,normal,197.9,17.7
-M.MUH.2.flt.null.spm.por.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,21.7,normal,116.6,20.7,normal,129.0,20.6,normal,211.6,16.7
-M.MUH.2.flt.null.spm.por.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.7,normal,120.0,21.8,lognormal,132.8,0.18,normal,247.6,26.3
-M.MUH.2.flt.null.spm.por.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,20.2,normal,104.6,19.0,lognormal,116.3,0.18,lognormal,201.1,0.11
-M.MUH.2.flt.null.spm.por.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,19.5,normal,96.5,18.1,lognormal,107.0,0.18,lognormal,199.4,0.11
-M.MUH.2.flt.null.spm.por.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,21.7,normal,111.2,20.6,lognormal,123.6,0.18,normal,211.2,18.2
-M.MUH.2.flt.null.spm.por.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,22.3,normal,116.7,20.8,lognormal,129.8,0.18,normal,229.7,21.2
-M.MUH.2.flt.null.spm.por.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.7,normal,120.0,21.8,lognormal,132.8,0.18,normal,247.6,26.3
-M.MUH.2.flt.null.spm.por.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,20.1,normal,104.6,19.0,lognormal,116.3,0.18,normal,202.0,21.0
-M.MUH.2.flt.null.spm.por.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.1,normal,96.5,17.9,lognormal,106.9,0.18,normal,200.3,19.6
-M.MUH.2.flt.null.spm.por.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,21.7,normal,111.2,20.6,lognormal,123.6,0.18,normal,211.3,18.3
-M.MUH.2.flt.null.spm.por.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,22.3,normal,116.7,20.8,lognormal,129.8,0.18,normal,229.7,21.2
-M.MUH.2.flt.null.spm.por.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,22.6,normal,120.1,22.2,lognormal,133.2,0.18,lognormal,204.3,0.1
-M.MUH.2.flt.null.spm.por.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.4,normal,104.5,18.9,lognormal,116.2,0.18,lognormal,167.4,0.11
-M.MUH.2.flt.null.spm.por.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.3,normal,96.5,18.0,lognormal,106.8,0.18,lognormal,157.8,0.1
-M.MUH.2.flt.null.spm.por.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,20.7,normal,110.9,20.0,lognormal,123.5,0.19,normal,181.3,17.0
-M.MUH.2.flt.null.spm.por.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,22.1,normal,117.2,21.1,lognormal,129.7,0.18,lognormal,194.7,0.1
-M.MUH.2.flt.null.spm.por.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,22.6,normal,120.1,22.2,lognormal,133.2,0.18,lognormal,204.3,0.1
-M.MUH.2.flt.null.spm.por.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.5,normal,104.7,19.1,lognormal,116.8,0.18,normal,167.3,16.5
-M.MUH.2.flt.null.spm.por.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,19.1,normal,96.6,17.9,lognormal,106.8,0.18,normal,158.0,14.2
-M.MUH.2.flt.null.spm.por.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.6,normal,110.8,20.0,lognormal,123.3,0.18,lognormal,182.6,0.11
-M.MUH.2.flt.null.spm.por.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,22.0,normal,117.2,21.1,lognormal,129.6,0.18,normal,195.2,19.0
-M.MUH.2.flt.null.spm.por.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.7,normal,120.0,22.0,normal,132.6,20.8,lognormal,214.3,0.1
-M.MUH.2.flt.null.spm.por.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,20.7,normal,104.9,19.5,lognormal,116.1,0.18,lognormal,183.6,0.11
-M.MUH.2.flt.null.spm.por.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,19.1,normal,96.3,17.8,lognormal,106.6,0.18,lognormal,179.1,0.12
-M.MUH.2.flt.null.spm.por.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,21.8,normal,111.3,20.3,lognormal,123.1,0.18,normal,198.3,19.4
-M.MUH.2.flt.null.spm.por.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,22.4,normal,116.7,20.8,lognormal,129.9,0.18,lognormal,206.8,0.09
-M.MUH.2.flt.null.spm.por.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.7,normal,120.0,22.0,normal,132.6,20.8,normal,212.8,18.2
-M.MUH.2.flt.null.spm.por.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.4,20.6,normal,104.5,19.2,lognormal,116.1,0.18,lognormal,183.9,0.11
-M.MUH.2.flt.null.spm.por.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.3,normal,96.5,18.0,lognormal,106.9,0.18,lognormal,179.9,0.12
-M.MUH.2.flt.null.spm.por.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,21.2,normal,110.8,20.0,lognormal,122.8,0.18,lognormal,197.9,0.11
-M.MUH.2.flt.null.spm.por.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,22.4,normal,116.7,20.8,lognormal,129.9,0.18,lognormal,206.8,0.09
-M.MUH.2.flt.null.spm.por.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.4,lognormal,168.4,0.13,lognormal,193.9,0.11,normal,248.5,23.9
-M.MUH.2.flt.null.spm.por.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.5,lognormal,138.1,0.14,normal,160.3,18.8,normal,199.7,17.3
-M.MUH.2.flt.null.spm.por.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.3,normal,140.6,16.1,normal,159.6,14.0,normal,184.7,14.4
-M.MUH.2.flt.null.spm.por.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.7,lognormal,148.8,0.13,lognormal,175.9,0.14,lognormal,219.7,0.1
-M.MUH.2.flt.null.spm.por.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.0,0.16,lognormal,160.8,0.13,lognormal,187.9,0.12,lognormal,250.0,0.13
-M.MUH.2.flt.null.spm.por.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.4,lognormal,168.4,0.13,lognormal,193.9,0.11,normal,248.5,23.9
-M.MUH.2.flt.null.spm.por.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.7,lognormal,137.9,0.14,normal,160.1,18.5,normal,200.2,17.1
-M.MUH.2.flt.null.spm.por.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.3,normal,140.7,16.2,normal,159.6,13.9,normal,184.8,14.6
-M.MUH.2.flt.null.spm.por.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.7,lognormal,148.8,0.13,lognormal,175.9,0.14,lognormal,219.7,0.1
-M.MUH.2.flt.null.spm.por.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.0,0.16,lognormal,160.8,0.13,lognormal,187.9,0.12,lognormal,250.0,0.13
-M.MUH.2.flt.null.spm.por.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.2,25.9,lognormal,186.2,0.15,normal,216.2,22.5,normal,216.3,22.9
-M.MUH.2.flt.null.spm.por.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,20.5,lognormal,158.6,0.14,lognormal,190.4,0.12,lognormal,250.0,0.13
-M.MUH.2.flt.null.spm.por.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.5,lognormal,151.5,0.16,normal,184.0,25.1,normal,220.9,18.9
-M.MUH.2.flt.null.spm.por.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.7,22.9,normal,169.3,22.2,normal,205.8,23.9,normal,250.3,19.3
-M.MUH.2.flt.null.spm.por.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,lognormal,180.3,0.15,normal,211.0,20.6,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.por.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.2,25.9,lognormal,186.2,0.15,normal,216.2,22.5,normal,216.3,22.9
-M.MUH.2.flt.null.spm.por.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,21.2,normal,158.4,20.1,normal,194.3,24.6,normal,229.8,19.4
-M.MUH.2.flt.null.spm.por.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,22.2,lognormal,152.3,0.17,normal,183.2,23.9,normal,218.1,16.3
-M.MUH.2.flt.null.spm.por.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.7,22.9,normal,169.3,22.2,normal,205.8,23.9,normal,250.3,19.3
-M.MUH.2.flt.null.spm.por.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,lognormal,180.3,0.15,normal,211.0,20.6,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.por.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.3,lognormal,168.1,0.14,lognormal,192.9,0.11,normal,203.0,17.5
-M.MUH.2.flt.null.spm.por.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.9,lognormal,136.8,0.13,normal,156.6,16.8,normal,166.4,16.1
-M.MUH.2.flt.null.spm.por.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,19.1,lognormal,141.2,0.13,normal,154.6,13.2,normal,156.8,13.3
-M.MUH.2.flt.null.spm.por.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.1,lognormal,148.5,0.13,lognormal,171.9,0.13,lognormal,179.3,0.1
-M.MUH.2.flt.null.spm.por.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.8,normal,159.7,18.5,normal,184.6,19.2,lognormal,194.9,0.1
-M.MUH.2.flt.null.spm.por.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.3,lognormal,168.1,0.14,lognormal,192.9,0.11,normal,203.0,17.5
-M.MUH.2.flt.null.spm.por.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.6,lognormal,136.7,0.13,normal,156.9,17.1,lognormal,167.6,0.11
-M.MUH.2.flt.null.spm.por.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,18.9,normal,140.3,16.2,normal,154.2,13.2,lognormal,156.9,0.09
-M.MUH.2.flt.null.spm.por.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.4,0.16,lognormal,148.3,0.13,lognormal,171.8,0.13,lognormal,181.4,0.1
-M.MUH.2.flt.null.spm.por.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.8,normal,159.7,18.5,normal,184.6,19.2,lognormal,194.9,0.1
-M.MUH.2.flt.null.spm.por.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,27.1,normal,186.1,24.8,normal,209.2,20.3,normal,213.1,17.5
-M.MUH.2.flt.null.spm.por.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,21.0,normal,157.3,19.3,normal,180.1,19.0,normal,183.3,18.4
-M.MUH.2.flt.null.spm.por.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,23.2,lognormal,153.2,0.17,lognormal,174.6,0.13,lognormal,179.4,0.12
-M.MUH.2.flt.null.spm.por.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,22.9,normal,169.7,22.3,normal,192.8,20.6,normal,195.9,19.2
-M.MUH.2.flt.null.spm.por.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,normal,180.1,23.8,normal,205.6,21.4,lognormal,209.7,0.1
-M.MUH.2.flt.null.spm.por.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,27.1,normal,186.1,24.8,normal,209.2,20.3,normal,213.1,17.5
-M.MUH.2.flt.null.spm.por.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,21.0,normal,157.7,19.5,lognormal,181.3,0.12,lognormal,185.4,0.12
-M.MUH.2.flt.null.spm.por.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.3,lognormal,153.0,0.16,lognormal,174.6,0.13,lognormal,179.4,0.12
-M.MUH.2.flt.null.spm.por.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.0,22.2,lognormal,170.0,0.15,lognormal,192.3,0.11,lognormal,197.0,0.11
-M.MUH.2.flt.null.spm.por.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,normal,180.1,23.8,normal,205.6,21.4,lognormal,209.7,0.1
-M.MUH.2.flt.null.spm.por.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,22.8,normal,120.5,22.1,lognormal,132.9,0.17,lognormal,250.0,0.1
-M.MUH.2.flt.null.spm.por.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.4,18.8,lognormal,116.2,0.18,normal,200.6,17.6
-M.MUH.2.flt.null.spm.por.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.0,normal,96.5,17.8,lognormal,107.2,0.18,normal,183.7,14.6
-M.MUH.2.flt.null.spm.por.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,21.2,normal,111.2,20.2,lognormal,123.4,0.18,normal,217.1,17.9
-M.MUH.2.flt.null.spm.por.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,21.8,normal,116.8,21.0,normal,128.5,19.8,normal,239.1,22.0
-M.MUH.2.flt.null.spm.por.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,22.8,normal,120.5,22.1,lognormal,132.9,0.17,lognormal,250.0,0.1
-M.MUH.2.flt.null.spm.por.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.4,18.6,lognormal,116.3,0.18,lognormal,201.3,0.1
-M.MUH.2.flt.null.spm.por.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,18.9,normal,96.5,17.8,lognormal,107.1,0.18,normal,183.5,14.5
-M.MUH.2.flt.null.spm.por.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,21.2,normal,111.2,20.2,lognormal,123.4,0.18,normal,217.1,17.9
-M.MUH.2.flt.null.spm.por.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,21.8,normal,116.8,21.0,normal,128.5,19.8,normal,239.1,22.0
-M.MUH.2.flt.null.spm.por.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,23.3,normal,120.2,22.1,lognormal,133.2,0.18,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.por.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,20.7,normal,104.9,19.3,lognormal,116.3,0.18,normal,242.6,25.6
-M.MUH.2.flt.null.spm.por.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.4,normal,96.5,18.1,lognormal,107.1,0.19,normal,216.8,16.4
-M.MUH.2.flt.null.spm.por.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,22.0,normal,111.2,20.5,lognormal,123.2,0.18,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.por.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,22.3,normal,116.8,21.1,normal,129.2,20.5,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.por.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,23.3,normal,120.2,22.1,lognormal,133.2,0.18,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.por.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.9,20.9,normal,104.9,19.4,normal,115.9,18.6,normal,228.3,18.6
-M.MUH.2.flt.null.spm.por.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,19.4,normal,96.8,18.1,lognormal,107.3,0.18,normal,217.0,15.3
-M.MUH.2.flt.null.spm.por.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,21.9,normal,111.3,20.5,lognormal,123.5,0.18,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.por.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,22.3,normal,116.8,21.1,normal,129.2,20.5,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.por.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.8,normal,120.4,22.3,lognormal,133.3,0.18,lognormal,202.7,0.1
-M.MUH.2.flt.null.spm.por.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,19.1,normal,104.0,18.5,lognormal,116.1,0.18,lognormal,167.4,0.11
-M.MUH.2.flt.null.spm.por.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,19.0,normal,96.6,18.0,normal,106.3,16.7,lognormal,158.1,0.1
-M.MUH.2.flt.null.spm.por.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.9,normal,110.8,20.3,lognormal,123.7,0.19,lognormal,182.6,0.11
-M.MUH.2.flt.null.spm.por.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,21.9,normal,116.8,20.8,normal,128.8,20.0,normal,195.7,18.1
-M.MUH.2.flt.null.spm.por.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.8,normal,120.4,22.3,lognormal,133.3,0.18,lognormal,202.7,0.1
-M.MUH.2.flt.null.spm.por.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,19.5,normal,104.7,19.0,lognormal,116.2,0.18,lognormal,165.8,0.1
-M.MUH.2.flt.null.spm.por.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,18.9,normal,96.5,17.8,lognormal,106.8,0.18,lognormal,158.0,0.1
-M.MUH.2.flt.null.spm.por.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,20.9,normal,110.9,20.2,lognormal,123.4,0.18,lognormal,182.2,0.11
-M.MUH.2.flt.null.spm.por.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,21.9,normal,116.8,20.8,normal,128.8,20.0,normal,195.7,18.1
-M.MUH.2.flt.null.spm.por.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,24.1,normal,120.9,22.6,normal,132.6,20.6,normal,212.9,17.7
-M.MUH.2.flt.null.spm.por.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.4,20.3,normal,104.5,18.9,lognormal,116.0,0.18,lognormal,183.1,0.11
-M.MUH.2.flt.null.spm.por.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.3,normal,96.6,18.0,lognormal,107.3,0.18,normal,179.0,18.9
-M.MUH.2.flt.null.spm.por.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,21.7,normal,111.0,20.2,lognormal,123.6,0.19,normal,195.4,17.6
-M.MUH.2.flt.null.spm.por.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,23.0,normal,117.5,21.8,normal,129.1,20.3,normal,208.3,18.4
-M.MUH.2.flt.null.spm.por.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,24.1,normal,120.9,22.6,normal,132.6,20.6,normal,212.9,17.7
-M.MUH.2.flt.null.spm.por.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,21.0,normal,105.2,19.5,lognormal,116.5,0.18,lognormal,183.2,0.11
-M.MUH.2.flt.null.spm.por.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.1,normal,96.3,17.9,lognormal,106.9,0.18,normal,178.6,19.0
-M.MUH.2.flt.null.spm.por.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,21.2,normal,110.7,20.0,lognormal,123.4,0.18,normal,197.1,19.0
-M.MUH.2.flt.null.spm.por.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,23.0,normal,117.5,21.8,normal,129.2,20.5,normal,208.1,18.2
-M.MUH.2.flt.null.spm.por.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.6,lognormal,169.1,0.14,normal,195.3,20.6,lognormal,250.0,0.12
-M.MUH.2.flt.null.spm.por.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.9,lognormal,136.9,0.13,lognormal,160.0,0.13,lognormal,201.6,0.09
-M.MUH.2.flt.null.spm.por.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.4,normal,141.2,17.1,normal,159.1,13.6,lognormal,184.3,0.09
-M.MUH.2.flt.null.spm.por.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.2,lognormal,149.5,0.14,lognormal,175.1,0.14,normal,214.3,16.8
-M.MUH.2.flt.null.spm.por.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,21.4,normal,160.1,18.7,lognormal,188.4,0.12,normal,247.5,26.6
-M.MUH.2.flt.null.spm.por.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.6,lognormal,169.1,0.14,normal,195.3,20.6,lognormal,250.0,0.12
-M.MUH.2.flt.null.spm.por.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.2,lognormal,136.7,0.13,normal,160.0,19.0,normal,200.3,16.8
-M.MUH.2.flt.null.spm.por.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.4,normal,141.3,17.2,normal,159.1,13.5,normal,184.1,15.1
-M.MUH.2.flt.null.spm.por.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.2,lognormal,149.5,0.14,lognormal,175.1,0.14,normal,214.3,16.8
-M.MUH.2.flt.null.spm.por.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,21.4,normal,160.1,18.7,lognormal,188.4,0.12,normal,247.5,26.6
-M.MUH.2.flt.null.spm.por.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.3,27.1,normal,184.5,24.2,lognormal,224.3,0.14,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.por.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,21.1,normal,158.1,20.2,normal,192.8,25.1,lognormal,250.0,0.13
-M.MUH.2.flt.null.spm.por.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.3,lognormal,152.8,0.17,lognormal,183.0,0.14,lognormal,225.9,0.1
-M.MUH.2.flt.null.spm.por.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.2,lognormal,170.4,0.15,normal,203.2,22.7,normal,250.0,20.0
-M.MUH.2.flt.null.spm.por.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,22.5,lognormal,178.8,0.14,normal,211.7,22.2,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.por.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.3,27.1,normal,184.5,24.2,lognormal,224.3,0.14,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.por.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,21.2,normal,158.3,20.2,normal,193.0,25.1,lognormal,250.0,0.13
-M.MUH.2.flt.null.spm.por.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,22.0,lognormal,152.1,0.16,lognormal,183.9,0.15,lognormal,216.8,0.08
-M.MUH.2.flt.null.spm.por.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.2,lognormal,170.4,0.15,normal,203.2,22.7,normal,250.0,20.0
-M.MUH.2.flt.null.spm.por.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,22.5,lognormal,178.8,0.14,normal,211.7,22.2,lognormal,250.0,0.06
-M.MUH.2.flt.null.spm.por.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,22.0,normal,166.2,18.8,lognormal,191.3,0.1,lognormal,203.1,0.1
-M.MUH.2.flt.null.spm.por.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.5,lognormal,136.8,0.13,normal,157.5,17.4,lognormal,167.3,0.11
-M.MUH.2.flt.null.spm.por.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,19.5,normal,140.8,16.5,normal,154.5,13.7,lognormal,157.5,0.1
-M.MUH.2.flt.null.spm.por.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.4,normal,148.8,18.4,lognormal,172.3,0.13,normal,179.6,15.7
-M.MUH.2.flt.null.spm.por.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.7,normal,159.9,18.5,lognormal,184.0,0.11,normal,194.5,17.6
-M.MUH.2.flt.null.spm.por.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,22.0,normal,166.2,18.8,lognormal,191.3,0.1,lognormal,203.1,0.1
-M.MUH.2.flt.null.spm.por.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.5,lognormal,137.9,0.14,normal,157.8,17.1,lognormal,166.3,0.1
-M.MUH.2.flt.null.spm.por.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.4,normal,140.3,16.4,normal,154.7,13.6,normal,157.6,14.4
-M.MUH.2.flt.null.spm.por.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.3,lognormal,148.6,0.13,lognormal,172.2,0.13,normal,179.9,15.7
-M.MUH.2.flt.null.spm.por.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.7,normal,159.9,18.5,lognormal,184.0,0.11,normal,194.5,17.6
-M.MUH.2.flt.null.spm.por.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.1,24.8,lognormal,186.7,0.15,lognormal,210.3,0.11,lognormal,216.1,0.1
-M.MUH.2.flt.null.spm.por.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,20.1,lognormal,158.0,0.14,normal,180.1,18.5,lognormal,184.1,0.11
-M.MUH.2.flt.null.spm.por.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.6,lognormal,153.2,0.17,lognormal,175.1,0.13,lognormal,179.8,0.12
-M.MUH.2.flt.null.spm.por.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,21.7,lognormal,169.5,0.14,normal,192.8,20.6,lognormal,198.2,0.11
-M.MUH.2.flt.null.spm.por.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,25.3,lognormal,179.7,0.15,lognormal,204.5,0.11,normal,208.2,19.4
-M.MUH.2.flt.null.spm.por.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.1,24.8,lognormal,186.7,0.15,lognormal,210.3,0.11,lognormal,216.1,0.1
-M.MUH.2.flt.null.spm.por.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,20.8,normal,157.9,19.4,normal,180.4,19.0,lognormal,183.9,0.11
-M.MUH.2.flt.null.spm.por.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.9,lognormal,153.1,0.16,lognormal,174.4,0.12,lognormal,179.1,0.12
-M.MUH.2.flt.null.spm.por.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.3,22.3,lognormal,168.5,0.14,lognormal,192.5,0.11,lognormal,197.6,0.11
-M.MUH.2.flt.null.spm.por.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,25.3,lognormal,179.7,0.15,lognormal,204.5,0.11,normal,208.2,19.4
-M.MUH.2.gab.0.null.null.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.9,16.6,normal,161.2,14.9,lognormal,194.9,0.1
-M.MUH.2.gab.0.null.null.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.8,normal,122.2,13.2,normal,139.3,13.7,normal,170.4,16.6
-M.MUH.2.gab.0.null.null.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,116.6,13.4,normal,131.2,12.8,lognormal,159.1,0.1
-M.MUH.2.gab.0.null.null.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.4,normal,130.5,14.6,normal,148.5,14.5,lognormal,182.6,0.11
-M.MUH.2.gab.0.null.null.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.6,lognormal,138.2,0.12,normal,156.5,14.8,normal,190.8,18.2
-M.MUH.2.gab.0.null.null.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.9,16.6,normal,161.2,14.9,lognormal,194.9,0.1
-M.MUH.2.gab.0.null.null.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,normal,122.2,13.1,normal,139.2,13.6,lognormal,170.8,0.1
-M.MUH.2.gab.0.null.null.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.9,0.15,lognormal,117.3,0.13,normal,131.7,13.1,lognormal,159.3,0.1
-M.MUH.2.gab.0.null.null.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,14.5,normal,130.7,14.7,normal,148.5,14.5,lognormal,182.4,0.11
-M.MUH.2.gab.0.null.null.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.6,lognormal,138.2,0.12,normal,156.5,14.8,normal,190.8,18.2
-M.MUH.2.gab.0.null.null.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.2,0.15,lognormal,143.7,0.13,normal,164.0,17.3,lognormal,200.0,0.11
-M.MUH.2.gab.0.null.null.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,14.8,normal,126.7,15.4,lognormal,143.9,0.11,normal,176.9,18.5
-M.MUH.2.gab.0.null.null.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,13.9,normal,118.3,14.7,lognormal,135.3,0.12,lognormal,165.2,0.11
-M.MUH.2.gab.0.null.null.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.6,lognormal,134.1,0.13,lognormal,153.2,0.12,lognormal,186.9,0.12
-M.MUH.2.gab.0.null.null.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.0,0.15,normal,140.4,17.2,normal,159.8,16.9,normal,195.1,19.9
-M.MUH.2.gab.0.null.null.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,lognormal,144.0,0.13,normal,163.7,16.8,lognormal,198.6,0.11
-M.MUH.2.gab.0.null.null.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,126.4,15.3,normal,144.4,15.5,lognormal,178.3,0.12
-M.MUH.2.gab.0.null.null.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,14.1,lognormal,118.1,0.13,lognormal,135.4,0.12,normal,165.7,17.0
-M.MUH.2.gab.0.null.null.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.5,normal,134.0,16.6,normal,152.6,16.4,lognormal,186.0,0.11
-M.MUH.2.gab.0.null.null.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.15,normal,140.1,16.5,lognormal,160.0,0.11,lognormal,195.4,0.12
-M.MUH.2.gab.0.null.null.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,141.6,15.7,normal,161.6,15.5,normal,175.8,14.5
-M.MUH.2.gab.0.null.null.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.8,lognormal,123.0,0.12,normal,138.0,12.6,normal,148.9,13.2
-M.MUH.2.gab.0.null.null.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.5,0.15,normal,116.7,13.5,normal,131.1,12.4,lognormal,141.3,0.09
-M.MUH.2.gab.0.null.null.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.9,lognormal,130.6,0.12,lognormal,147.9,0.1,normal,159.5,13.3
-M.MUH.2.gab.0.null.null.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,15.7,lognormal,138.0,0.12,lognormal,155.8,0.1,normal,170.7,15.2
-M.MUH.2.gab.0.null.null.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,normal,142.3,16.1,lognormal,161.1,0.1,lognormal,177.2,0.09
-M.MUH.2.gab.0.null.null.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.3,0.14,normal,122.7,13.5,lognormal,138.3,0.1,lognormal,149.5,0.1
-M.MUH.2.gab.0.null.null.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,116.8,13.5,normal,131.6,12.9,normal,140.9,11.3
-M.MUH.2.gab.0.null.null.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.8,normal,130.4,14.2,lognormal,147.9,0.1,normal,159.1,13.0
-M.MUH.2.gab.0.null.null.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,15.8,lognormal,138.1,0.12,lognormal,156.1,0.1,lognormal,171.2,0.1
-M.MUH.2.gab.0.null.null.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.2,normal,143.1,16.8,lognormal,164.3,0.11,lognormal,184.4,0.11
-M.MUH.2.gab.0.null.null.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.9,normal,127.1,15.6,lognormal,143.7,0.11,lognormal,159.1,0.1
-M.MUH.2.gab.0.null.null.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,14.2,lognormal,118.5,0.14,lognormal,135.3,0.12,lognormal,152.2,0.11
-M.MUH.2.gab.0.null.null.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.4,0.15,lognormal,133.5,0.13,normal,151.9,15.9,lognormal,168.5,0.1
-M.MUH.2.gab.0.null.null.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,lognormal,140.4,0.13,normal,160.2,16.7,lognormal,177.8,0.1
-M.MUH.2.gab.0.null.null.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,143.0,16.7,lognormal,164.2,0.11,normal,184.2,18.0
-M.MUH.2.gab.0.null.null.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,14.7,lognormal,127.5,0.14,lognormal,143.8,0.11,lognormal,159.1,0.09
-M.MUH.2.gab.0.null.null.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,14.0,lognormal,118.3,0.14,lognormal,135.2,0.12,normal,151.4,14.7
-M.MUH.2.gab.0.null.null.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.5,lognormal,134.2,0.14,lognormal,151.9,0.11,normal,168.3,15.1
-M.MUH.2.gab.0.null.null.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,normal,140.4,17.1,normal,159.8,16.3,lognormal,177.9,0.1
-M.MUH.2.gab.0.null.null.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.8,normal,161.2,18.1,lognormal,184.9,0.1,normal,218.2,15.2
-M.MUH.2.gab.0.null.null.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.5,lognormal,134.1,0.12,normal,154.1,16.5,normal,185.9,16.6
-M.MUH.2.gab.0.null.null.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,14.9,normal,134.2,14.1,lognormal,150.8,0.09,lognormal,169.0,0.08
-M.MUH.2.gab.0.null.null.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,15.3,lognormal,144.8,0.13,lognormal,166.0,0.11,normal,195.4,13.1
-M.MUH.2.gab.0.null.null.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.7,0.13,normal,155.8,17.6,normal,178.0,17.0,normal,208.3,14.5
-M.MUH.2.gab.0.null.null.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.3,lognormal,162.6,0.12,lognormal,187.4,0.11,lognormal,225.0,0.1
-M.MUH.2.gab.0.null.null.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,134.1,0.13,normal,154.1,15.9,lognormal,183.4,0.08
-M.MUH.2.gab.0.null.null.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.2,normal,134.3,14.0,normal,150.7,13.2,lognormal,170.2,0.08
-M.MUH.2.gab.0.null.null.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,14.8,lognormal,144.9,0.13,lognormal,167.8,0.12,normal,198.2,15.5
-M.MUH.2.gab.0.null.null.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,155.6,17.9,normal,178.7,17.2,lognormal,209.6,0.08
-M.MUH.2.gab.0.null.null.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,176.3,22.5,lognormal,210.1,0.13,normal,250.3,19.3
-M.MUH.2.gab.0.null.null.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,152.5,18.1,normal,180.6,20.0,normal,205.2,16.3
-M.MUH.2.gab.0.null.null.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.3,lognormal,145.4,0.15,normal,174.3,21.1,lognormal,196.9,0.09
-M.MUH.2.gab.0.null.null.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.15,normal,162.1,19.9,normal,191.3,20.5,normal,216.7,17.0
-M.MUH.2.gab.0.null.null.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,lognormal,171.4,0.14,normal,201.9,21.9,lognormal,230.0,0.07
-M.MUH.2.gab.0.null.null.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,176.3,22.5,lognormal,210.1,0.13,normal,250.3,19.3
-M.MUH.2.gab.0.null.null.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.5,normal,152.4,17.8,normal,180.8,19.5,normal,204.6,16.3
-M.MUH.2.gab.0.null.null.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.1,normal,146.4,19.9,normal,174.4,21.5,normal,197.5,16.0
-M.MUH.2.gab.0.null.null.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,161.0,19.2,normal,192.2,21.9,normal,215.1,16.0
-M.MUH.2.gab.0.null.null.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,170.4,21.3,normal,202.3,22.0,normal,235.8,18.3
-M.MUH.2.gab.0.null.null.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,16.8,normal,160.3,16.7,normal,174.0,14.5,lognormal,176.8,0.09
-M.MUH.2.gab.0.null.null.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.2,lognormal,133.8,0.12,lognormal,146.5,0.1,normal,149.5,13.4
-M.MUH.2.gab.0.null.null.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,15.1,normal,133.5,13.7,normal,140.7,11.4,normal,141.2,11.3
-M.MUH.2.gab.0.null.null.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.7,lognormal,144.1,0.12,lognormal,156.4,0.09,lognormal,159.1,0.09
-M.MUH.2.gab.0.null.null.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.4,lognormal,154.1,0.11,lognormal,168.0,0.09,lognormal,170.5,0.09
-M.MUH.2.gab.0.null.null.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.8,0.14,normal,160.5,16.7,lognormal,174.1,0.09,normal,176.3,15.5
-M.MUH.2.gab.0.null.null.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.6,lognormal,133.9,0.12,lognormal,146.6,0.1,lognormal,149.8,0.1
-M.MUH.2.gab.0.null.null.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.8,normal,133.9,13.8,normal,140.8,11.5,normal,141.4,11.5
-M.MUH.2.gab.0.null.null.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.5,lognormal,144.1,0.12,normal,156.9,13.6,lognormal,160.0,0.09
-M.MUH.2.gab.0.null.null.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.9,0.14,normal,154.6,17.0,lognormal,168.3,0.09,lognormal,170.7,0.09
-M.MUH.2.gab.0.null.null.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,171.6,19.1,lognormal,182.5,0.1,lognormal,184.4,0.1
-M.MUH.2.gab.0.null.null.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.5,normal,149.0,15.7,lognormal,157.5,0.09,lognormal,158.6,0.09
-M.MUH.2.gab.0.null.null.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,15.4,normal,141.8,16.6,lognormal,150.1,0.1,normal,151.4,14.7
-M.MUH.2.gab.0.null.null.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.15,normal,158.2,17.3,lognormal,168.2,0.1,lognormal,169.6,0.1
-M.MUH.2.gab.0.null.null.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,18.6,normal,167.2,18.6,lognormal,175.9,0.09,normal,177.9,15.8
-M.MUH.2.gab.0.null.null.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.15,normal,172.5,19.5,lognormal,182.7,0.1,lognormal,184.4,0.1
-M.MUH.2.gab.0.null.null.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,149.5,16.6,lognormal,157.5,0.09,lognormal,158.4,0.09
-M.MUH.2.gab.0.null.null.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.1,0.15,normal,141.6,16.3,lognormal,150.4,0.11,lognormal,152.5,0.11
-M.MUH.2.gab.0.null.null.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.0,0.15,normal,158.9,18.0,lognormal,167.8,0.1,lognormal,169.3,0.1
-M.MUH.2.gab.0.null.null.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.3,normal,166.9,18.0,lognormal,175.7,0.09,lognormal,177.8,0.09
-M.MUH.2.gab.0.null.null.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,150.5,18.8,normal,176.6,18.5,normal,215.1,14.0
-M.MUH.2.gab.0.null.null.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.8,normal,127.2,14.6,lognormal,150.5,0.12,lognormal,184.6,0.09
-M.MUH.2.gab.0.null.null.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.16,normal,125.0,16.2,normal,145.3,14.8,lognormal,169.6,0.08
-M.MUH.2.gab.0.null.null.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.8,lognormal,136.6,0.13,normal,159.9,16.2,normal,196.1,14.2
-M.MUH.2.gab.0.null.null.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.8,normal,145.4,17.4,lognormal,171.7,0.12,normal,213.2,16.7
-M.MUH.2.gab.0.null.null.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,150.5,18.8,normal,176.6,18.5,normal,215.1,14.0
-M.MUH.2.gab.0.null.null.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.6,normal,127.1,14.7,normal,149.1,15.8,normal,185.1,16.3
-M.MUH.2.gab.0.null.null.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.0,0.16,normal,124.8,16.0,normal,145.6,15.3,normal,169.7,13.5
-M.MUH.2.gab.0.null.null.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.8,lognormal,136.6,0.13,normal,159.9,16.2,normal,196.1,14.2
-M.MUH.2.gab.0.null.null.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.8,normal,145.4,17.5,lognormal,172.1,0.12,normal,211.5,15.1
-M.MUH.2.gab.0.null.null.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,lognormal,155.5,0.16,normal,184.9,22.2,normal,249.2,22.1
-M.MUH.2.gab.0.null.null.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,normal,136.9,18.9,normal,164.2,21.0,normal,205.0,17.7
-M.MUH.2.gab.0.null.null.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.16,normal,126.9,17.5,lognormal,153.3,0.14,normal,195.6,16.0
-M.MUH.2.gab.0.null.null.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.6,lognormal,143.9,0.15,lognormal,173.4,0.14,lognormal,214.8,0.08
-M.MUH.2.gab.0.null.null.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.16,normal,149.7,19.5,lognormal,180.8,0.14,normal,234.9,20.1
-M.MUH.2.gab.0.null.null.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,lognormal,155.5,0.16,normal,184.9,22.2,normal,249.3,21.9
-M.MUH.2.gab.0.null.null.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,135.9,17.8,normal,163.4,20.4,normal,205.0,17.6
-M.MUH.2.gab.0.null.null.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.16,normal,127.0,17.5,normal,153.6,20.1,lognormal,196.2,0.09
-M.MUH.2.gab.0.null.null.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.6,normal,143.6,19.3,lognormal,173.1,0.14,normal,218.0,17.6
-M.MUH.2.gab.0.null.null.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.16,normal,149.8,19.7,lognormal,180.5,0.14,normal,234.8,20.4
-M.MUH.2.gab.0.null.null.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.7,normal,150.4,18.1,lognormal,171.0,0.1,lognormal,176.8,0.09
-M.MUH.2.gab.0.null.null.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.6,normal,127.7,15.0,normal,144.9,13.9,lognormal,149.6,0.09
-M.MUH.2.gab.0.null.null.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.8,0.15,normal,124.4,15.7,normal,138.2,12.1,normal,141.0,11.4
-M.MUH.2.gab.0.null.null.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,14.6,normal,135.9,15.9,lognormal,155.0,0.1,lognormal,159.8,0.09
-M.MUH.2.gab.0.null.null.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,16.0,normal,145.2,17.5,lognormal,164.3,0.1,normal,170.4,15.0
-M.MUH.2.gab.0.null.null.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.15,normal,150.9,18.7,lognormal,171.4,0.11,normal,177.7,15.5
-M.MUH.2.gab.0.null.null.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.1,normal,127.6,15.0,lognormal,144.6,0.1,lognormal,149.9,0.1
-M.MUH.2.gab.0.null.null.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,13.9,normal,124.6,15.9,normal,138.2,12.4,lognormal,141.3,0.09
-M.MUH.2.gab.0.null.null.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.7,normal,136.3,16.1,normal,154.3,13.8,normal,158.8,12.9
-M.MUH.2.gab.0.null.null.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.6,0.15,normal,145.5,17.5,lognormal,165.3,0.1,lognormal,171.0,0.09
-M.MUH.2.gab.0.null.null.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,16.9,normal,154.7,21.1,normal,176.1,18.1,lognormal,184.6,0.1
-M.MUH.2.gab.0.null.null.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.1,normal,136.0,18.2,normal,153.9,15.3,lognormal,159.7,0.1
-M.MUH.2.gab.0.null.null.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,normal,127.2,17.7,normal,145.2,15.5,lognormal,152.8,0.11
-M.MUH.2.gab.0.null.null.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.9,lognormal,144.4,0.15,normal,162.2,16.0,lognormal,169.7,0.1
-M.MUH.2.gab.0.null.null.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,normal,150.5,20.0,normal,171.9,18.3,lognormal,179.0,0.1
-M.MUH.2.gab.0.null.null.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,17.0,normal,153.7,20.2,normal,175.4,17.8,lognormal,184.4,0.11
-M.MUH.2.gab.0.null.null.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.3,normal,135.7,18.0,normal,154.3,15.5,lognormal,159.6,0.1
-M.MUH.2.gab.0.null.null.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.5,0.16,normal,127.0,17.8,lognormal,145.4,0.12,lognormal,152.5,0.11
-M.MUH.2.gab.0.null.null.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,143.3,0.15,normal,162.1,15.4,lognormal,169.7,0.1
-M.MUH.2.gab.0.null.null.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.15,normal,150.4,20.2,normal,170.7,16.7,lognormal,178.1,0.1
-M.MUH.2.gab.0.null.null.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.5,normal,160.8,17.0,lognormal,186.4,0.1,normal,217.1,15.0
-M.MUH.2.gab.0.null.null.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,134.2,0.13,normal,154.4,16.5,lognormal,184.2,0.09
-M.MUH.2.gab.0.null.null.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,14.8,normal,134.1,14.2,normal,150.9,13.3,lognormal,170.1,0.09
-M.MUH.2.gab.0.null.null.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,lognormal,144.5,0.12,lognormal,168.0,0.12,normal,198.2,16.1
-M.MUH.2.gab.0.null.null.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.6,lognormal,155.9,0.12,normal,179.4,18.4,normal,210.3,13.9
-M.MUH.2.gab.0.null.null.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.5,normal,160.8,17.0,lognormal,186.4,0.1,normal,217.1,15.0
-M.MUH.2.gab.0.null.null.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,14.6,lognormal,133.8,0.12,normal,153.7,16.2,normal,183.6,14.4
-M.MUH.2.gab.0.null.null.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.9,normal,134.4,14.2,normal,151.0,13.2,normal,169.4,13.6
-M.MUH.2.gab.0.null.null.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,14.9,lognormal,145.1,0.13,lognormal,168.3,0.12,normal,198.6,16.2
-M.MUH.2.gab.0.null.null.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.6,lognormal,155.9,0.12,normal,179.4,18.4,normal,210.3,13.9
-M.MUH.2.gab.0.null.null.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,18.6,normal,176.9,23.2,normal,210.5,25.7,lognormal,250.0,0.1
-M.MUH.2.gab.0.null.null.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.3,normal,152.0,17.9,normal,182.0,20.3,lognormal,206.6,0.1
-M.MUH.2.gab.0.null.null.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.0,0.15,normal,145.2,18.6,normal,174.7,21.5,normal,195.8,15.5
-M.MUH.2.gab.0.null.null.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,17.3,normal,161.2,18.8,normal,192.5,19.9,normal,219.5,18.6
-M.MUH.2.gab.0.null.null.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,171.6,21.5,lognormal,203.9,0.12,normal,235.5,19.0
-M.MUH.2.gab.0.null.null.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,18.7,lognormal,178.0,0.15,normal,210.5,25.7,lognormal,250.0,0.1
-M.MUH.2.gab.0.null.null.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,153.1,18.7,normal,180.9,19.2,lognormal,206.1,0.09
-M.MUH.2.gab.0.null.null.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.5,0.15,normal,145.4,19.0,normal,175.5,21.2,normal,195.4,15.5
-M.MUH.2.gab.0.null.null.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,17.2,normal,162.1,19.6,normal,193.3,21.4,normal,217.9,18.1
-M.MUH.2.gab.0.null.null.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,171.6,21.5,lognormal,203.9,0.12,normal,235.5,19.0
-M.MUH.2.gab.0.null.null.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,16.5,normal,160.3,16.9,lognormal,173.8,0.09,lognormal,176.2,0.09
-M.MUH.2.gab.0.null.null.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,14.5,lognormal,134.3,0.13,normal,146.6,13.4,normal,149.3,13.4
-M.MUH.2.gab.0.null.null.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.9,normal,133.5,13.7,lognormal,140.9,0.09,lognormal,141.6,0.09
-M.MUH.2.gab.0.null.null.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,15.4,normal,144.6,16.6,normal,156.7,13.5,lognormal,159.6,0.09
-M.MUH.2.gab.0.null.null.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,15.8,normal,155.3,17.3,normal,168.6,14.8,lognormal,171.4,0.09
-M.MUH.2.gab.0.null.null.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,16.5,normal,160.3,16.9,lognormal,173.7,0.09,lognormal,176.1,0.09
-M.MUH.2.gab.0.null.null.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.4,lognormal,134.1,0.12,lognormal,146.7,0.1,lognormal,149.6,0.1
-M.MUH.2.gab.0.null.null.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.0,normal,133.6,13.9,lognormal,141.1,0.09,lognormal,141.9,0.09
-M.MUH.2.gab.0.null.null.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,lognormal,144.6,0.12,normal,156.1,12.8,lognormal,159.1,0.09
-M.MUH.2.gab.0.null.null.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,16.1,normal,155.0,17.3,normal,168.4,15.0,normal,171.2,15.2
-M.MUH.2.gab.0.null.null.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,19.0,normal,171.4,19.1,lognormal,180.9,0.09,lognormal,183.3,0.1
-M.MUH.2.gab.0.null.null.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,149.6,16.1,lognormal,157.6,0.09,lognormal,158.7,0.09
-M.MUH.2.gab.0.null.null.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,15.4,normal,141.4,16.2,lognormal,150.0,0.1,normal,151.3,14.8
-M.MUH.2.gab.0.null.null.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,158.9,17.8,lognormal,167.1,0.09,lognormal,168.3,0.09
-M.MUH.2.gab.0.null.null.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.5,0.15,normal,167.0,18.3,lognormal,175.5,0.09,lognormal,178.0,0.1
-M.MUH.2.gab.0.null.null.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,19.0,normal,171.4,19.1,lognormal,180.9,0.09,lognormal,183.3,0.1
-M.MUH.2.gab.0.null.null.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.6,normal,149.1,16.1,lognormal,157.9,0.09,lognormal,159.1,0.09
-M.MUH.2.gab.0.null.null.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.9,0.15,normal,141.9,16.7,lognormal,150.4,0.1,lognormal,152.3,0.11
-M.MUH.2.gab.0.null.null.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.8,0.15,normal,159.0,17.3,lognormal,167.7,0.09,normal,169.0,15.0
-M.MUH.2.gab.0.null.null.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.5,0.15,normal,167.2,18.1,lognormal,175.7,0.09,lognormal,178.0,0.1
-M.MUH.2.gab.1.null.null.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.9,16.6,normal,161.2,14.9,lognormal,194.9,0.1
-M.MUH.2.gab.1.null.null.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.8,normal,122.2,13.2,normal,139.3,13.7,normal,170.4,16.6
-M.MUH.2.gab.1.null.null.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,116.6,13.4,normal,131.2,12.8,lognormal,159.1,0.1
-M.MUH.2.gab.1.null.null.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.4,normal,130.5,14.6,normal,148.5,14.5,lognormal,182.6,0.11
-M.MUH.2.gab.1.null.null.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.6,lognormal,138.2,0.12,normal,156.5,14.8,normal,190.8,18.2
-M.MUH.2.gab.1.null.null.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.9,16.6,normal,161.2,14.9,lognormal,194.9,0.1
-M.MUH.2.gab.1.null.null.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,normal,122.2,13.1,normal,139.2,13.6,lognormal,170.8,0.1
-M.MUH.2.gab.1.null.null.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.9,0.15,lognormal,117.3,0.13,normal,131.7,13.1,lognormal,159.3,0.1
-M.MUH.2.gab.1.null.null.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,14.5,normal,130.7,14.7,normal,148.5,14.5,lognormal,182.4,0.11
-M.MUH.2.gab.1.null.null.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.6,lognormal,138.2,0.12,normal,156.5,14.8,normal,190.8,18.2
-M.MUH.2.gab.1.null.null.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.2,0.15,lognormal,143.7,0.13,normal,164.0,17.3,lognormal,200.0,0.11
-M.MUH.2.gab.1.null.null.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,14.8,normal,126.7,15.4,lognormal,143.9,0.11,normal,176.9,18.5
-M.MUH.2.gab.1.null.null.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,13.9,normal,118.3,14.7,lognormal,135.3,0.12,lognormal,165.2,0.11
-M.MUH.2.gab.1.null.null.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.6,lognormal,134.1,0.13,lognormal,153.2,0.12,lognormal,186.9,0.12
-M.MUH.2.gab.1.null.null.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.0,0.15,normal,140.4,17.2,normal,159.8,16.9,normal,195.1,19.9
-M.MUH.2.gab.1.null.null.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,lognormal,144.0,0.13,normal,163.7,16.8,lognormal,198.6,0.11
-M.MUH.2.gab.1.null.null.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,126.4,15.3,normal,144.4,15.5,lognormal,178.3,0.12
-M.MUH.2.gab.1.null.null.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,14.1,lognormal,118.1,0.13,lognormal,135.4,0.12,normal,165.7,17.0
-M.MUH.2.gab.1.null.null.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.5,normal,134.0,16.6,normal,152.6,16.4,lognormal,186.0,0.11
-M.MUH.2.gab.1.null.null.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.15,normal,140.1,16.5,lognormal,160.0,0.11,lognormal,195.4,0.12
-M.MUH.2.gab.1.null.null.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,141.6,15.7,normal,161.6,15.5,normal,175.8,14.5
-M.MUH.2.gab.1.null.null.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.8,lognormal,123.0,0.12,normal,138.0,12.6,normal,148.9,13.2
-M.MUH.2.gab.1.null.null.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.5,0.15,normal,116.7,13.5,normal,131.1,12.4,lognormal,141.3,0.09
-M.MUH.2.gab.1.null.null.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.9,lognormal,130.6,0.12,lognormal,147.9,0.1,normal,159.5,13.3
-M.MUH.2.gab.1.null.null.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,15.7,lognormal,138.0,0.12,lognormal,155.8,0.1,normal,170.7,15.2
-M.MUH.2.gab.1.null.null.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,normal,142.3,16.1,lognormal,161.1,0.1,lognormal,177.2,0.09
-M.MUH.2.gab.1.null.null.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.3,0.14,normal,122.7,13.5,lognormal,138.3,0.1,lognormal,149.5,0.1
-M.MUH.2.gab.1.null.null.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,116.8,13.5,normal,131.6,12.9,normal,140.9,11.3
-M.MUH.2.gab.1.null.null.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.8,normal,130.4,14.2,lognormal,147.9,0.1,normal,159.1,13.0
-M.MUH.2.gab.1.null.null.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,15.8,lognormal,138.1,0.12,lognormal,156.1,0.1,lognormal,171.2,0.1
-M.MUH.2.gab.1.null.null.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.2,normal,143.1,16.8,lognormal,164.3,0.11,lognormal,184.4,0.11
-M.MUH.2.gab.1.null.null.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.9,normal,127.1,15.6,lognormal,143.7,0.11,lognormal,159.1,0.1
-M.MUH.2.gab.1.null.null.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,14.2,lognormal,118.5,0.14,lognormal,135.3,0.12,lognormal,152.2,0.11
-M.MUH.2.gab.1.null.null.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.4,0.15,lognormal,133.5,0.13,normal,151.9,15.9,lognormal,168.5,0.1
-M.MUH.2.gab.1.null.null.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,lognormal,140.4,0.13,normal,160.2,16.7,lognormal,177.8,0.1
-M.MUH.2.gab.1.null.null.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,143.0,16.7,lognormal,164.2,0.11,normal,184.2,18.0
-M.MUH.2.gab.1.null.null.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,14.7,lognormal,127.5,0.14,lognormal,143.8,0.11,lognormal,159.1,0.09
-M.MUH.2.gab.1.null.null.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,14.0,lognormal,118.3,0.14,lognormal,135.2,0.12,normal,151.4,14.7
-M.MUH.2.gab.1.null.null.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.5,lognormal,134.2,0.14,lognormal,151.9,0.11,normal,168.3,15.1
-M.MUH.2.gab.1.null.null.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,normal,140.4,17.1,normal,159.8,16.3,lognormal,177.9,0.1
-M.MUH.2.gab.1.null.null.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.8,normal,161.2,18.1,lognormal,184.9,0.1,normal,218.2,15.2
-M.MUH.2.gab.1.null.null.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.5,lognormal,134.1,0.12,normal,154.1,16.5,normal,185.9,16.6
-M.MUH.2.gab.1.null.null.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,14.9,normal,134.2,14.1,lognormal,150.8,0.09,lognormal,169.0,0.08
-M.MUH.2.gab.1.null.null.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,15.3,lognormal,144.8,0.13,lognormal,166.0,0.11,normal,195.4,13.1
-M.MUH.2.gab.1.null.null.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.7,0.13,normal,155.8,17.6,normal,178.0,17.0,normal,208.3,14.5
-M.MUH.2.gab.1.null.null.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.3,lognormal,162.6,0.12,lognormal,187.4,0.11,lognormal,225.0,0.1
-M.MUH.2.gab.1.null.null.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,134.1,0.13,normal,154.1,15.9,lognormal,183.4,0.08
-M.MUH.2.gab.1.null.null.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.2,normal,134.3,14.0,normal,150.7,13.2,lognormal,170.2,0.08
-M.MUH.2.gab.1.null.null.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,14.8,lognormal,144.9,0.13,lognormal,167.8,0.12,normal,198.2,15.5
-M.MUH.2.gab.1.null.null.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,155.6,17.9,normal,178.7,17.2,lognormal,209.6,0.08
-M.MUH.2.gab.1.null.null.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,176.3,22.5,lognormal,210.1,0.13,normal,250.3,19.3
-M.MUH.2.gab.1.null.null.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,152.5,18.1,normal,180.6,20.0,normal,205.2,16.3
-M.MUH.2.gab.1.null.null.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.3,lognormal,145.4,0.15,normal,174.3,21.1,lognormal,196.9,0.09
-M.MUH.2.gab.1.null.null.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.15,normal,162.1,19.9,normal,191.3,20.5,normal,216.7,17.0
-M.MUH.2.gab.1.null.null.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,lognormal,171.4,0.14,normal,201.9,21.9,lognormal,230.0,0.07
-M.MUH.2.gab.1.null.null.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,176.3,22.5,lognormal,210.1,0.13,normal,250.3,19.3
-M.MUH.2.gab.1.null.null.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.5,normal,152.4,17.8,normal,180.8,19.5,normal,204.6,16.3
-M.MUH.2.gab.1.null.null.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.1,normal,146.4,19.9,normal,174.4,21.5,normal,197.5,16.0
-M.MUH.2.gab.1.null.null.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,161.0,19.2,normal,192.2,21.9,normal,215.1,16.0
-M.MUH.2.gab.1.null.null.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,170.4,21.3,normal,202.3,22.0,normal,235.8,18.3
-M.MUH.2.gab.1.null.null.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,16.8,normal,160.3,16.7,normal,174.0,14.5,lognormal,176.8,0.09
-M.MUH.2.gab.1.null.null.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.2,lognormal,133.8,0.12,lognormal,146.5,0.1,normal,149.5,13.4
-M.MUH.2.gab.1.null.null.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,15.1,normal,133.5,13.7,normal,140.7,11.4,normal,141.2,11.3
-M.MUH.2.gab.1.null.null.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.7,lognormal,144.1,0.12,lognormal,156.4,0.09,lognormal,159.1,0.09
-M.MUH.2.gab.1.null.null.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.4,lognormal,154.1,0.11,lognormal,168.0,0.09,lognormal,170.5,0.09
-M.MUH.2.gab.1.null.null.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.8,0.14,normal,160.5,16.7,lognormal,174.1,0.09,normal,176.3,15.5
-M.MUH.2.gab.1.null.null.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.6,lognormal,133.9,0.12,lognormal,146.6,0.1,lognormal,149.8,0.1
-M.MUH.2.gab.1.null.null.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.8,normal,133.9,13.8,normal,140.8,11.5,normal,141.4,11.5
-M.MUH.2.gab.1.null.null.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.5,lognormal,144.1,0.12,normal,156.9,13.6,lognormal,160.0,0.09
-M.MUH.2.gab.1.null.null.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.9,0.14,normal,154.6,17.0,lognormal,168.3,0.09,lognormal,170.7,0.09
-M.MUH.2.gab.1.null.null.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,171.6,19.1,lognormal,182.5,0.1,lognormal,184.4,0.1
-M.MUH.2.gab.1.null.null.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.5,normal,149.0,15.7,lognormal,157.5,0.09,lognormal,158.6,0.09
-M.MUH.2.gab.1.null.null.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,15.4,normal,141.8,16.6,lognormal,150.1,0.1,normal,151.4,14.7
-M.MUH.2.gab.1.null.null.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.15,normal,158.2,17.3,lognormal,168.2,0.1,lognormal,169.6,0.1
-M.MUH.2.gab.1.null.null.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,18.6,normal,167.2,18.6,lognormal,175.9,0.09,normal,177.9,15.8
-M.MUH.2.gab.1.null.null.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.15,normal,172.5,19.5,lognormal,182.7,0.1,lognormal,184.4,0.1
-M.MUH.2.gab.1.null.null.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,149.5,16.6,lognormal,157.5,0.09,lognormal,158.4,0.09
-M.MUH.2.gab.1.null.null.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.1,0.15,normal,141.6,16.3,lognormal,150.4,0.11,lognormal,152.5,0.11
-M.MUH.2.gab.1.null.null.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.0,0.15,normal,158.9,18.0,lognormal,167.8,0.1,lognormal,169.3,0.1
-M.MUH.2.gab.1.null.null.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.3,normal,166.9,18.0,lognormal,175.7,0.09,lognormal,177.8,0.09
-M.MUH.2.gab.1.null.null.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,150.5,18.8,normal,176.6,18.5,normal,215.1,14.0
-M.MUH.2.gab.1.null.null.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.8,normal,127.2,14.6,lognormal,150.5,0.12,lognormal,184.6,0.09
-M.MUH.2.gab.1.null.null.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.16,normal,125.0,16.2,normal,145.3,14.8,lognormal,169.6,0.08
-M.MUH.2.gab.1.null.null.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.8,lognormal,136.6,0.13,normal,159.9,16.2,normal,196.1,14.2
-M.MUH.2.gab.1.null.null.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.8,normal,145.4,17.4,lognormal,171.7,0.12,normal,213.2,16.7
-M.MUH.2.gab.1.null.null.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,150.5,18.8,normal,176.6,18.5,normal,215.1,14.0
-M.MUH.2.gab.1.null.null.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.6,normal,127.1,14.7,normal,149.1,15.8,normal,185.1,16.3
-M.MUH.2.gab.1.null.null.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.0,0.16,normal,124.8,16.0,normal,145.6,15.3,normal,169.7,13.5
-M.MUH.2.gab.1.null.null.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.8,lognormal,136.6,0.13,normal,159.9,16.2,normal,196.1,14.2
-M.MUH.2.gab.1.null.null.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.8,normal,145.4,17.5,lognormal,172.1,0.12,normal,211.5,15.1
-M.MUH.2.gab.1.null.null.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,lognormal,155.5,0.16,normal,184.9,22.2,normal,249.2,22.1
-M.MUH.2.gab.1.null.null.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,normal,136.9,18.9,normal,164.2,21.0,normal,205.0,17.7
-M.MUH.2.gab.1.null.null.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.16,normal,126.9,17.5,lognormal,153.3,0.14,normal,195.6,16.0
-M.MUH.2.gab.1.null.null.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.6,lognormal,143.9,0.15,lognormal,173.4,0.14,lognormal,214.8,0.08
-M.MUH.2.gab.1.null.null.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.16,normal,149.7,19.5,lognormal,180.8,0.14,normal,234.9,20.1
-M.MUH.2.gab.1.null.null.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,lognormal,155.5,0.16,normal,184.9,22.2,normal,249.3,21.9
-M.MUH.2.gab.1.null.null.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,135.9,17.8,normal,163.4,20.4,normal,205.0,17.6
-M.MUH.2.gab.1.null.null.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.16,normal,127.0,17.5,normal,153.6,20.1,lognormal,196.2,0.09
-M.MUH.2.gab.1.null.null.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.6,normal,143.6,19.3,lognormal,173.1,0.14,normal,218.0,17.6
-M.MUH.2.gab.1.null.null.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.16,normal,149.8,19.7,lognormal,180.5,0.14,normal,234.8,20.4
-M.MUH.2.gab.1.null.null.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.7,normal,150.4,18.1,lognormal,171.0,0.1,lognormal,176.8,0.09
-M.MUH.2.gab.1.null.null.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.6,normal,127.7,15.0,normal,144.9,13.9,lognormal,149.6,0.09
-M.MUH.2.gab.1.null.null.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.8,0.15,normal,124.4,15.7,normal,138.2,12.1,normal,141.0,11.4
-M.MUH.2.gab.1.null.null.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,14.6,normal,135.9,15.9,lognormal,155.0,0.1,lognormal,159.8,0.09
-M.MUH.2.gab.1.null.null.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,16.0,normal,145.2,17.5,lognormal,164.3,0.1,normal,170.4,15.0
-M.MUH.2.gab.1.null.null.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.15,normal,150.9,18.7,lognormal,171.4,0.11,normal,177.7,15.5
-M.MUH.2.gab.1.null.null.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.1,normal,127.6,15.0,lognormal,144.6,0.1,lognormal,149.9,0.1
-M.MUH.2.gab.1.null.null.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,13.9,normal,124.6,15.9,normal,138.2,12.4,lognormal,141.3,0.09
-M.MUH.2.gab.1.null.null.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.7,normal,136.3,16.1,normal,154.3,13.8,normal,158.8,12.9
-M.MUH.2.gab.1.null.null.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.6,0.15,normal,145.5,17.5,lognormal,165.3,0.1,lognormal,171.0,0.09
-M.MUH.2.gab.1.null.null.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,16.9,normal,154.7,21.1,normal,176.1,18.1,lognormal,184.6,0.1
-M.MUH.2.gab.1.null.null.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.1,normal,136.0,18.2,normal,153.9,15.3,lognormal,159.7,0.1
-M.MUH.2.gab.1.null.null.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,normal,127.2,17.7,normal,145.2,15.5,lognormal,152.8,0.11
-M.MUH.2.gab.1.null.null.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.9,lognormal,144.4,0.15,normal,162.2,16.0,lognormal,169.7,0.1
-M.MUH.2.gab.1.null.null.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,normal,150.5,20.0,normal,171.9,18.3,lognormal,179.0,0.1
-M.MUH.2.gab.1.null.null.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,17.0,normal,153.7,20.2,normal,175.4,17.8,lognormal,184.4,0.11
-M.MUH.2.gab.1.null.null.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.3,normal,135.7,18.0,normal,154.3,15.5,lognormal,159.6,0.1
-M.MUH.2.gab.1.null.null.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.5,0.16,normal,127.0,17.8,lognormal,145.4,0.12,lognormal,152.5,0.11
-M.MUH.2.gab.1.null.null.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,143.3,0.15,normal,162.1,15.4,lognormal,169.7,0.1
-M.MUH.2.gab.1.null.null.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.15,normal,150.4,20.2,normal,170.7,16.7,lognormal,178.1,0.1
-M.MUH.2.gab.1.null.null.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.5,normal,160.8,17.0,lognormal,186.4,0.1,normal,217.1,15.0
-M.MUH.2.gab.1.null.null.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,134.2,0.13,normal,154.4,16.5,lognormal,184.2,0.09
-M.MUH.2.gab.1.null.null.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,14.8,normal,134.1,14.2,normal,150.9,13.3,lognormal,170.1,0.09
-M.MUH.2.gab.1.null.null.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,lognormal,144.5,0.12,lognormal,168.0,0.12,normal,198.2,16.1
-M.MUH.2.gab.1.null.null.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.6,lognormal,155.9,0.12,normal,179.4,18.4,normal,210.3,13.9
-M.MUH.2.gab.1.null.null.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.5,normal,160.8,17.0,lognormal,186.4,0.1,normal,217.1,15.0
-M.MUH.2.gab.1.null.null.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,14.6,lognormal,133.8,0.12,normal,153.7,16.2,normal,183.6,14.4
-M.MUH.2.gab.1.null.null.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.9,normal,134.4,14.2,normal,151.0,13.2,normal,169.4,13.6
-M.MUH.2.gab.1.null.null.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,14.9,lognormal,145.1,0.13,lognormal,168.3,0.12,normal,198.6,16.2
-M.MUH.2.gab.1.null.null.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.6,lognormal,155.9,0.12,normal,179.4,18.4,normal,210.3,13.9
-M.MUH.2.gab.1.null.null.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,18.6,normal,176.9,23.2,normal,210.5,25.7,lognormal,250.0,0.1
-M.MUH.2.gab.1.null.null.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.3,normal,152.0,17.9,normal,182.0,20.3,lognormal,206.6,0.1
-M.MUH.2.gab.1.null.null.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.0,0.15,normal,145.2,18.6,normal,174.7,21.5,normal,195.8,15.5
-M.MUH.2.gab.1.null.null.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,17.3,normal,161.2,18.8,normal,192.5,19.9,normal,219.5,18.6
-M.MUH.2.gab.1.null.null.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,171.6,21.5,lognormal,203.9,0.12,normal,235.5,19.0
-M.MUH.2.gab.1.null.null.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,18.7,lognormal,178.0,0.15,normal,210.5,25.7,lognormal,250.0,0.1
-M.MUH.2.gab.1.null.null.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,153.1,18.7,normal,180.9,19.2,lognormal,206.1,0.09
-M.MUH.2.gab.1.null.null.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.5,0.15,normal,145.4,19.0,normal,175.5,21.2,normal,195.4,15.5
-M.MUH.2.gab.1.null.null.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,17.2,normal,162.1,19.6,normal,193.3,21.4,normal,217.9,18.1
-M.MUH.2.gab.1.null.null.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,171.6,21.5,lognormal,203.9,0.12,normal,235.5,19.0
-M.MUH.2.gab.1.null.null.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,16.5,normal,160.3,16.9,lognormal,173.8,0.09,lognormal,176.2,0.09
-M.MUH.2.gab.1.null.null.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,14.5,lognormal,134.3,0.13,normal,146.6,13.4,normal,149.3,13.4
-M.MUH.2.gab.1.null.null.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.9,normal,133.5,13.7,lognormal,140.9,0.09,lognormal,141.6,0.09
-M.MUH.2.gab.1.null.null.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,15.4,normal,144.6,16.6,normal,156.7,13.5,lognormal,159.6,0.09
-M.MUH.2.gab.1.null.null.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,15.8,normal,155.3,17.3,normal,168.6,14.8,lognormal,171.4,0.09
-M.MUH.2.gab.1.null.null.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,16.5,normal,160.3,16.9,lognormal,173.7,0.09,lognormal,176.1,0.09
-M.MUH.2.gab.1.null.null.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.4,lognormal,134.1,0.12,lognormal,146.7,0.1,lognormal,149.6,0.1
-M.MUH.2.gab.1.null.null.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.0,normal,133.6,13.9,lognormal,141.1,0.09,lognormal,141.9,0.09
-M.MUH.2.gab.1.null.null.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,lognormal,144.6,0.12,normal,156.1,12.8,lognormal,159.1,0.09
-M.MUH.2.gab.1.null.null.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,16.1,normal,155.0,17.3,normal,168.4,15.0,normal,171.2,15.2
-M.MUH.2.gab.1.null.null.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,19.0,normal,171.4,19.1,lognormal,180.9,0.09,lognormal,183.3,0.1
-M.MUH.2.gab.1.null.null.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,149.6,16.1,lognormal,157.6,0.09,lognormal,158.7,0.09
-M.MUH.2.gab.1.null.null.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,15.4,normal,141.4,16.2,lognormal,150.0,0.1,normal,151.3,14.8
-M.MUH.2.gab.1.null.null.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,158.9,17.8,lognormal,167.1,0.09,lognormal,168.3,0.09
-M.MUH.2.gab.1.null.null.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.5,0.15,normal,167.0,18.3,lognormal,175.5,0.09,lognormal,178.0,0.1
-M.MUH.2.gab.1.null.null.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,19.0,normal,171.4,19.1,lognormal,180.9,0.09,lognormal,183.3,0.1
-M.MUH.2.gab.1.null.null.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.6,normal,149.1,16.1,lognormal,157.9,0.09,lognormal,159.1,0.09
-M.MUH.2.gab.1.null.null.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.9,0.15,normal,141.9,16.7,lognormal,150.4,0.1,lognormal,152.3,0.11
-M.MUH.2.gab.1.null.null.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.8,0.15,normal,159.0,17.3,lognormal,167.7,0.09,normal,169.0,15.0
-M.MUH.2.gab.1.null.null.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.5,0.15,normal,167.2,18.1,lognormal,175.7,0.09,lognormal,178.0,0.1
-M.MUH.2.hip.0.null.null.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.6,normal,153.0,17.1,normal,174.3,17.3,lognormal,217.0,0.1
-M.MUH.2.hip.0.null.null.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,normal,129.1,14.3,lognormal,147.0,0.11,lognormal,180.7,0.09
-M.MUH.2.hip.0.null.null.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.9,0.15,normal,126.3,15.0,normal,140.1,13.4,normal,164.7,13.4
-M.MUH.2.hip.0.null.null.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.14,lognormal,139.2,0.13,normal,156.9,14.9,lognormal,194.6,0.09
-M.MUH.2.hip.0.null.null.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.9,normal,147.4,16.3,normal,168.1,17.2,lognormal,207.8,0.09
-M.MUH.2.hip.0.null.null.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.6,normal,153.0,17.1,normal,174.3,17.3,lognormal,217.0,0.1
-M.MUH.2.hip.0.null.null.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.9,normal,129.0,13.9,lognormal,146.7,0.11,normal,181.1,15.8
-M.MUH.2.hip.0.null.null.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.9,0.15,normal,126.2,14.9,normal,140.1,13.4,lognormal,164.9,0.09
-M.MUH.2.hip.0.null.null.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,138.9,16.1,normal,156.8,14.8,lognormal,194.4,0.09
-M.MUH.2.hip.0.null.null.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.8,normal,147.1,16.2,lognormal,168.1,0.11,normal,206.8,16.5
-M.MUH.2.hip.0.null.null.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.8,lognormal,157.9,0.14,normal,181.1,20.6,normal,223.7,21.9
-M.MUH.2.hip.0.null.null.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.6,0.15,normal,137.1,16.2,normal,156.8,16.7,normal,193.1,17.3
-M.MUH.2.hip.0.null.null.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.4,normal,128.5,16.1,normal,148.0,17.1,lognormal,184.9,0.1
-M.MUH.2.hip.0.null.null.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.4,lognormal,146.4,0.14,normal,165.2,16.7,lognormal,203.4,0.1
-M.MUH.2.hip.0.null.null.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.3,normal,153.2,18.9,lognormal,175.2,0.12,normal,213.1,17.0
-M.MUH.2.hip.0.null.null.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.8,lognormal,157.9,0.14,normal,181.1,20.6,normal,223.7,21.9
-M.MUH.2.hip.0.null.null.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.6,0.15,normal,137.8,16.8,normal,156.7,16.4,normal,192.7,17.1
-M.MUH.2.hip.0.null.null.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.4,normal,128.6,16.5,normal,146.7,15.6,lognormal,185.9,0.11
-M.MUH.2.hip.0.null.null.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,lognormal,146.3,0.14,lognormal,165.7,0.11,normal,202.9,17.8
-M.MUH.2.hip.0.null.null.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.4,normal,153.3,18.9,lognormal,175.2,0.12,normal,213.2,16.9
-M.MUH.2.hip.0.null.null.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,17.0,normal,153.6,17.6,normal,173.5,16.1,lognormal,187.5,0.09
-M.MUH.2.hip.0.null.null.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,14.3,normal,129.2,14.0,normal,146.5,14.3,lognormal,158.3,0.09
-M.MUH.2.hip.0.null.null.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.8,0.15,normal,126.3,14.7,lognormal,140.2,0.1,normal,149.0,12.0
-M.MUH.2.hip.0.null.null.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.5,15.7,normal,156.8,14.5,lognormal,169.3,0.09
-M.MUH.2.hip.0.null.null.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.8,0.14,normal,147.8,16.6,normal,166.6,15.2,lognormal,180.8,0.09
-M.MUH.2.hip.0.null.null.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,16.8,normal,152.9,17.2,normal,173.9,16.5,lognormal,187.6,0.09
-M.MUH.2.hip.0.null.null.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,14.4,lognormal,129.6,0.12,normal,146.0,13.5,normal,157.8,13.2
-M.MUH.2.hip.0.null.null.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.8,0.15,normal,125.8,14.3,normal,140.4,13.4,normal,149.2,12.1
-M.MUH.2.hip.0.null.null.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,lognormal,138.6,0.12,lognormal,157.2,0.1,lognormal,170.3,0.09
-M.MUH.2.hip.0.null.null.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,15.7,normal,147.7,16.4,lognormal,167.3,0.1,normal,180.3,14.5
-M.MUH.2.hip.0.null.null.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.7,normal,158.4,20.4,normal,177.9,17.9,normal,195.3,17.6
-M.MUH.2.hip.0.null.null.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,137.6,16.4,normal,155.5,15.3,lognormal,168.7,0.1
-M.MUH.2.hip.0.null.null.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.6,normal,128.9,16.2,normal,146.2,15.6,lognormal,161.3,0.11
-M.MUH.2.hip.0.null.null.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.6,lognormal,146.5,0.14,normal,165.0,16.8,lognormal,179.7,0.1
-M.MUH.2.hip.0.null.null.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.4,0.15,normal,153.2,19.0,normal,173.7,17.8,lognormal,189.3,0.1
-M.MUH.2.hip.0.null.null.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.7,normal,158.4,20.4,normal,177.9,17.9,normal,195.3,17.6
-M.MUH.2.hip.0.null.null.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,137.7,17.0,normal,155.5,15.1,lognormal,168.7,0.1
-M.MUH.2.hip.0.null.null.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.6,0.15,normal,128.6,16.1,normal,146.5,16.0,normal,160.7,15.7
-M.MUH.2.hip.0.null.null.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,16.5,lognormal,146.9,0.14,normal,164.8,16.4,lognormal,179.3,0.1
-M.MUH.2.hip.0.null.null.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.5,0.15,lognormal,153.8,0.14,normal,173.5,17.5,lognormal,189.6,0.1
-M.MUH.2.hip.0.null.null.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,17.8,normal,165.6,17.7,lognormal,191.5,0.11,normal,234.6,20.7
-M.MUH.2.hip.0.null.null.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,normal,136.1,15.5,normal,156.2,16.4,normal,193.7,15.1
-M.MUH.2.hip.0.null.null.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.4,normal,138.4,14.5,lognormal,153.5,0.09,normal,183.5,15.9
-M.MUH.2.hip.0.null.null.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.14,lognormal,149.2,0.13,lognormal,170.8,0.12,normal,209.3,17.1
-M.MUH.2.hip.0.null.null.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.1,0.13,normal,158.9,17.3,lognormal,182.7,0.11,normal,221.2,15.6
-M.MUH.2.hip.0.null.null.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,17.8,normal,165.6,17.7,lognormal,191.5,0.11,normal,234.6,20.7
-M.MUH.2.hip.0.null.null.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,137.0,0.13,normal,155.9,16.3,normal,193.3,16.0
-M.MUH.2.hip.0.null.null.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.3,normal,138.4,14.4,normal,153.6,13.5,normal,183.3,15.9
-M.MUH.2.hip.0.null.null.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.0,lognormal,148.9,0.13,lognormal,170.8,0.12,normal,209.9,17.8
-M.MUH.2.hip.0.null.null.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.6,normal,158.8,17.1,lognormal,182.8,0.11,normal,222.6,16.6
-M.MUH.2.hip.0.null.null.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.5,0.15,normal,182.9,22.5,normal,217.8,27.1,lognormal,250.0,0.06
-M.MUH.2.hip.0.null.null.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,16.8,lognormal,157.4,0.13,normal,186.7,21.5,normal,225.1,16.2
-M.MUH.2.hip.0.null.null.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.5,lognormal,152.7,0.15,normal,177.4,21.7,lognormal,210.0,0.07
-M.MUH.2.hip.0.null.null.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,17.9,normal,166.2,18.9,normal,197.4,22.1,lognormal,250.0,0.09
-M.MUH.2.hip.0.null.null.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.4,normal,177.5,21.3,normal,212.0,26.1,lognormal,250.0,0.06
-M.MUH.2.hip.0.null.null.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.8,19.5,normal,183.8,23.5,lognormal,226.7,0.17,lognormal,250.0,0.06
-M.MUH.2.hip.0.null.null.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,16.8,lognormal,157.6,0.13,normal,186.4,21.2,lognormal,235.0,0.1
-M.MUH.2.hip.0.null.null.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,16.8,lognormal,152.5,0.15,normal,178.5,22.4,lognormal,211.3,0.08
-M.MUH.2.hip.0.null.null.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.7,normal,166.7,19.2,normal,198.8,23.2,lognormal,250.0,0.08
-M.MUH.2.hip.0.null.null.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.4,normal,177.5,21.3,normal,212.0,26.1,lognormal,250.0,0.06
-M.MUH.2.hip.0.null.null.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,17.4,lognormal,165.3,0.12,normal,181.6,14.2,lognormal,187.3,0.09
-M.MUH.2.hip.0.null.null.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.14,lognormal,136.6,0.13,normal,152.5,14.7,normal,158.0,13.1
-M.MUH.2.hip.0.null.null.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,15.9,normal,137.6,13.8,lognormal,147.6,0.09,lognormal,149.6,0.09
-M.MUH.2.hip.0.null.null.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.3,0.13,lognormal,148.2,0.13,lognormal,163.7,0.1,lognormal,170.0,0.09
-M.MUH.2.hip.0.null.null.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.1,normal,158.1,16.9,normal,175.0,15.2,lognormal,180.8,0.09
-M.MUH.2.hip.0.null.null.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.13,lognormal,165.3,0.12,normal,181.3,14.3,lognormal,187.6,0.09
-M.MUH.2.hip.0.null.null.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.14,lognormal,136.8,0.13,normal,152.5,14.4,lognormal,158.1,0.09
-M.MUH.2.hip.0.null.null.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.6,normal,137.9,14.1,normal,147.0,11.7,normal,149.0,12.3
-M.MUH.2.hip.0.null.null.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.13,normal,148.3,17.0,normal,163.1,14.5,lognormal,169.6,0.09
-M.MUH.2.hip.0.null.null.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.0,normal,158.3,17.1,normal,175.0,15.1,normal,179.7,14.5
-M.MUH.2.hip.0.null.null.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.3,21.1,normal,179.1,19.6,lognormal,192.7,0.1,lognormal,195.5,0.1
-M.MUH.2.hip.0.null.null.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.7,0.14,normal,155.3,16.5,normal,166.4,14.7,lognormal,169.3,0.1
-M.MUH.2.hip.0.null.null.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.5,normal,148.2,17.6,lognormal,158.4,0.11,lognormal,161.1,0.11
-M.MUH.2.hip.0.null.null.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.9,0.15,normal,164.3,17.2,lognormal,175.5,0.09,lognormal,178.2,0.09
-M.MUH.2.hip.0.null.null.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.9,normal,174.1,18.7,normal,185.7,16.6,normal,189.1,16.9
-M.MUH.2.hip.0.null.null.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,20.9,normal,179.3,18.8,lognormal,193.4,0.11,lognormal,196.8,0.11
-M.MUH.2.hip.0.null.null.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.1,normal,155.5,16.7,normal,166.4,14.8,lognormal,169.1,0.1
-M.MUH.2.hip.0.null.null.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.8,normal,148.7,17.5,lognormal,157.6,0.1,lognormal,160.2,0.1
-M.MUH.2.hip.0.null.null.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,18.3,normal,165.9,18.6,lognormal,177.0,0.1,lognormal,178.9,0.09
-M.MUH.2.hip.0.null.null.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,19.2,normal,174.1,18.9,normal,185.2,16.1,lognormal,188.4,0.09
-M.MUH.2.hip.0.null.null.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.3,normal,154.6,17.8,normal,180.6,18.7,normal,235.7,18.8
-M.MUH.2.hip.0.null.null.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,lognormal,130.5,0.12,normal,152.4,17.0,normal,195.0,16.7
-M.MUH.2.hip.0.null.null.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.5,normal,129.2,15.7,normal,148.1,15.5,lognormal,181.6,0.09
-M.MUH.2.hip.0.null.null.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,140.5,16.2,lognormal,162.6,0.11,normal,207.0,16.5
-M.MUH.2.hip.0.null.null.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.2,normal,150.2,17.7,normal,174.6,18.8,normal,218.4,14.7
-M.MUH.2.hip.0.null.null.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.3,normal,154.6,17.8,normal,180.6,18.7,normal,235.7,18.8
-M.MUH.2.hip.0.null.null.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,13.9,normal,130.9,15.1,normal,151.8,16.4,normal,193.7,15.9
-M.MUH.2.hip.0.null.null.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.4,normal,129.3,15.8,normal,148.3,15.2,lognormal,181.5,0.09
-M.MUH.2.hip.0.null.null.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,140.5,16.2,lognormal,162.6,0.11,normal,207.0,16.5
-M.MUH.2.hip.0.null.null.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.2,normal,150.2,17.7,normal,174.6,18.8,normal,218.4,14.7
-M.MUH.2.hip.0.null.null.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.6,normal,161.6,21.2,lognormal,192.3,0.15,lognormal,250.0,0.06
-M.MUH.2.hip.0.null.null.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,normal,140.9,18.2,normal,166.9,20.9,normal,231.3,17.9
-M.MUH.2.hip.0.null.null.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.5,normal,132.0,17.7,normal,156.4,20.7,normal,210.3,14.5
-M.MUH.2.hip.0.null.null.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,normal,149.5,19.4,normal,177.3,23.7,lognormal,250.0,0.09
-M.MUH.2.hip.0.null.null.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.3,normal,157.8,20.9,lognormal,184.6,0.14,lognormal,250.0,0.06
-M.MUH.2.hip.0.null.null.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.6,normal,161.6,21.2,lognormal,192.3,0.15,lognormal,250.0,0.06
-M.MUH.2.hip.0.null.null.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.4,normal,142.1,18.8,normal,167.1,21.0,normal,224.7,17.1
-M.MUH.2.hip.0.null.null.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.8,lognormal,132.9,0.15,lognormal,158.1,0.16,normal,211.9,14.9
-M.MUH.2.hip.0.null.null.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,normal,149.5,19.4,normal,177.3,23.7,lognormal,250.0,0.09
-M.MUH.2.hip.0.null.null.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.3,normal,157.8,20.9,lognormal,184.6,0.14,lognormal,250.0,0.06
-M.MUH.2.hip.0.null.null.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.6,normal,155.4,18.1,normal,176.6,16.2,lognormal,187.9,0.09
-M.MUH.2.hip.0.null.null.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,14.3,lognormal,130.6,0.12,normal,149.4,15.0,normal,158.8,14.1
-M.MUH.2.hip.0.null.null.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,14.6,normal,128.9,15.3,normal,144.2,14.1,normal,149.6,12.4
-M.MUH.2.hip.0.null.null.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,lognormal,140.5,0.13,normal,159.4,14.7,lognormal,169.5,0.09
-M.MUH.2.hip.0.null.null.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.4,normal,150.3,18.4,normal,170.7,16.3,lognormal,182.8,0.1
-M.MUH.2.hip.0.null.null.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.6,normal,155.4,18.1,normal,176.6,16.2,lognormal,187.9,0.09
-M.MUH.2.hip.0.null.null.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,lognormal,130.5,0.12,normal,149.5,15.1,lognormal,158.2,0.09
-M.MUH.2.hip.0.null.null.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.5,normal,128.7,15.3,normal,144.4,14.2,normal,149.6,12.4
-M.MUH.2.hip.0.null.null.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.14,normal,140.6,16.3,normal,159.5,15.2,lognormal,169.9,0.1
-M.MUH.2.hip.0.null.null.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,16.2,normal,151.1,18.3,normal,171.7,17.0,lognormal,181.0,0.09
-M.MUH.2.hip.0.null.null.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,17.5,normal,160.9,20.6,normal,182.9,19.9,lognormal,194.0,0.09
-M.MUH.2.hip.0.null.null.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.2,lognormal,142.5,0.15,normal,159.2,15.9,lognormal,168.9,0.1
-M.MUH.2.hip.0.null.null.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.8,normal,132.6,18.4,normal,150.9,17.7,lognormal,160.8,0.1
-M.MUH.2.hip.0.null.null.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.9,0.16,normal,149.3,19.2,lognormal,169.6,0.12,lognormal,179.4,0.1
-M.MUH.2.hip.0.null.null.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,17.6,normal,157.4,20.6,lognormal,177.9,0.11,normal,190.2,18.5
-M.MUH.2.hip.0.null.null.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.3,0.15,normal,161.7,21.7,normal,182.4,18.3,lognormal,194.4,0.1
-M.MUH.2.hip.0.null.null.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,141.2,18.1,normal,158.9,15.9,lognormal,168.7,0.1
-M.MUH.2.hip.0.null.null.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.7,0.15,normal,132.5,18.3,normal,150.8,17.7,lognormal,160.8,0.1
-M.MUH.2.hip.0.null.null.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,normal,149.1,19.6,normal,170.0,18.9,lognormal,179.3,0.09
-M.MUH.2.hip.0.null.null.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,17.5,normal,157.5,20.6,lognormal,177.9,0.11,lognormal,190.4,0.11
-M.MUH.2.hip.0.null.null.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.0,0.14,lognormal,167.6,0.13,lognormal,191.0,0.11,lognormal,250.0,0.13
-M.MUH.2.hip.0.null.null.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.14,lognormal,136.1,0.13,normal,156.8,16.9,normal,193.0,14.7
-M.MUH.2.hip.0.null.null.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.4,normal,138.0,14.3,normal,154.4,13.5,lognormal,182.6,0.09
-M.MUH.2.hip.0.null.null.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,170.3,0.12,normal,207.5,15.5
-M.MUH.2.hip.0.null.null.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.14,normal,159.7,18.2,normal,182.1,17.0,normal,221.5,16.5
-M.MUH.2.hip.0.null.null.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.13,normal,166.7,18.8,lognormal,191.1,0.11,lognormal,250.0,0.12
-M.MUH.2.hip.0.null.null.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.14,normal,135.7,15.6,normal,157.0,17.0,normal,193.1,14.6
-M.MUH.2.hip.0.null.null.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.3,normal,137.9,14.3,normal,154.3,13.6,lognormal,182.4,0.09
-M.MUH.2.hip.0.null.null.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,170.3,0.12,normal,207.5,15.5
-M.MUH.2.hip.0.null.null.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.14,normal,159.7,18.2,normal,182.1,17.0,normal,221.5,16.5
-M.MUH.2.hip.0.null.null.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.7,normal,182.6,22.5,lognormal,216.9,0.14,lognormal,250.0,0.06
-M.MUH.2.hip.0.null.null.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.0,normal,157.7,18.5,normal,185.7,21.1,normal,234.1,21.6
-M.MUH.2.hip.0.null.null.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.6,normal,152.1,19.8,normal,178.0,21.8,normal,210.5,15.6
-M.MUH.2.hip.0.null.null.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.1,normal,167.0,18.9,normal,197.5,22.2,normal,250.3,19.3
-M.MUH.2.hip.0.null.null.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,20.1,lognormal,179.0,0.14,lognormal,211.4,0.14,lognormal,250.0,0.08
-M.MUH.2.hip.0.null.null.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.7,normal,182.6,22.5,lognormal,216.9,0.14,lognormal,250.0,0.06
-M.MUH.2.hip.0.null.null.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.0,0.14,lognormal,158.0,0.13,lognormal,186.2,0.13,normal,222.5,14.8
-M.MUH.2.hip.0.null.null.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.7,normal,151.8,19.5,normal,178.1,22.2,normal,210.7,16.3
-M.MUH.2.hip.0.null.null.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.1,normal,167.0,18.9,normal,197.5,22.2,lognormal,250.0,0.07
-M.MUH.2.hip.0.null.null.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,20.1,lognormal,179.0,0.14,lognormal,211.5,0.14,lognormal,250.0,0.06
-M.MUH.2.hip.0.null.null.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,18.1,lognormal,166.2,0.12,lognormal,182.8,0.09,normal,187.0,14.8
-M.MUH.2.hip.0.null.null.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,136.8,0.13,normal,152.6,14.7,normal,158.1,13.1
-M.MUH.2.hip.0.null.null.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,15.9,normal,137.7,13.8,lognormal,147.6,0.09,lognormal,149.7,0.09
-M.MUH.2.hip.0.null.null.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,15.9,lognormal,148.3,0.13,lognormal,164.0,0.1,lognormal,170.4,0.1
-M.MUH.2.hip.0.null.null.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.4,0.13,normal,159.3,18.2,normal,175.4,15.4,normal,180.1,14.8
-M.MUH.2.hip.0.null.null.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,17.5,lognormal,165.7,0.12,lognormal,183.2,0.1,lognormal,188.0,0.09
-M.MUH.2.hip.0.null.null.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.14,lognormal,136.8,0.13,normal,152.6,14.7,lognormal,158.2,0.09
-M.MUH.2.hip.0.null.null.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.8,normal,137.8,14.1,normal,146.9,11.6,normal,148.8,12.2
-M.MUH.2.hip.0.null.null.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.7,0.14,lognormal,147.9,0.13,lognormal,164.0,0.1,lognormal,170.9,0.1
-M.MUH.2.hip.0.null.null.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.4,0.13,normal,159.1,18.1,normal,175.6,15.3,normal,180.2,14.8
-M.MUH.2.hip.0.null.null.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.2,0.15,normal,179.0,19.9,lognormal,192.9,0.1,lognormal,196.2,0.11
-M.MUH.2.hip.0.null.null.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,16.7,normal,155.0,16.0,lognormal,165.7,0.09,normal,168.4,14.9
-M.MUH.2.hip.0.null.null.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,16.4,normal,147.9,17.1,lognormal,157.1,0.1,normal,160.0,15.6
-M.MUH.2.hip.0.null.null.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,18.2,normal,164.9,18.1,lognormal,175.8,0.09,normal,178.3,15.9
-M.MUH.2.hip.0.null.null.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.15,normal,173.7,18.3,normal,185.9,16.6,lognormal,189.4,0.1
-M.MUH.2.hip.0.null.null.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.3,20.8,normal,179.2,19.2,lognormal,193.0,0.1,lognormal,196.1,0.1
-M.MUH.2.hip.0.null.null.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,16.6,normal,155.6,17.3,normal,166.2,14.6,lognormal,168.9,0.1
-M.MUH.2.hip.0.null.null.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,16.1,normal,148.4,17.7,lognormal,158.0,0.1,lognormal,160.4,0.1
-M.MUH.2.hip.0.null.null.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,18.6,normal,165.0,17.7,normal,176.1,15.7,lognormal,178.2,0.09
-M.MUH.2.hip.0.null.null.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.15,normal,173.8,18.3,normal,185.8,16.6,lognormal,189.4,0.1
-M.MUH.2.hip.1.null.null.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.6,normal,153.0,17.1,normal,174.3,17.3,lognormal,217.0,0.1
-M.MUH.2.hip.1.null.null.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,normal,129.1,14.3,lognormal,147.0,0.11,lognormal,180.7,0.09
-M.MUH.2.hip.1.null.null.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.9,0.15,normal,126.3,15.0,normal,140.1,13.4,normal,164.7,13.4
-M.MUH.2.hip.1.null.null.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.14,lognormal,139.2,0.13,normal,156.9,14.9,lognormal,194.6,0.09
-M.MUH.2.hip.1.null.null.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.9,normal,147.4,16.3,normal,168.1,17.2,lognormal,207.8,0.09
-M.MUH.2.hip.1.null.null.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.6,normal,153.0,17.1,normal,174.3,17.3,lognormal,217.0,0.1
-M.MUH.2.hip.1.null.null.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.9,normal,129.0,13.9,lognormal,146.7,0.11,normal,181.1,15.8
-M.MUH.2.hip.1.null.null.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.9,0.15,normal,126.2,14.9,normal,140.1,13.4,lognormal,164.9,0.09
-M.MUH.2.hip.1.null.null.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,138.9,16.1,normal,156.8,14.8,lognormal,194.4,0.09
-M.MUH.2.hip.1.null.null.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.8,normal,147.1,16.2,lognormal,168.1,0.11,normal,206.8,16.5
-M.MUH.2.hip.1.null.null.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.8,lognormal,157.9,0.14,normal,181.1,20.6,normal,223.7,21.9
-M.MUH.2.hip.1.null.null.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.6,0.15,normal,137.1,16.2,normal,156.8,16.7,normal,193.1,17.3
-M.MUH.2.hip.1.null.null.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.4,normal,128.5,16.1,normal,148.0,17.1,lognormal,184.9,0.1
-M.MUH.2.hip.1.null.null.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.4,lognormal,146.4,0.14,normal,165.2,16.7,lognormal,203.4,0.1
-M.MUH.2.hip.1.null.null.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.3,normal,153.2,18.9,lognormal,175.2,0.12,normal,213.1,17.0
-M.MUH.2.hip.1.null.null.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.8,lognormal,157.9,0.14,normal,181.1,20.6,normal,223.7,21.9
-M.MUH.2.hip.1.null.null.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.6,0.15,normal,137.8,16.8,normal,156.7,16.4,normal,192.7,17.1
-M.MUH.2.hip.1.null.null.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.4,normal,128.6,16.5,normal,146.7,15.6,lognormal,185.9,0.11
-M.MUH.2.hip.1.null.null.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,lognormal,146.3,0.14,lognormal,165.7,0.11,normal,202.9,17.8
-M.MUH.2.hip.1.null.null.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.4,normal,153.3,18.9,lognormal,175.2,0.12,normal,213.2,16.9
-M.MUH.2.hip.1.null.null.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,17.0,normal,153.6,17.6,normal,173.5,16.1,lognormal,187.5,0.09
-M.MUH.2.hip.1.null.null.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,14.3,normal,129.2,14.0,normal,146.5,14.3,lognormal,158.3,0.09
-M.MUH.2.hip.1.null.null.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.8,0.15,normal,126.3,14.7,lognormal,140.2,0.1,normal,149.0,12.0
-M.MUH.2.hip.1.null.null.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.5,15.7,normal,156.8,14.5,lognormal,169.3,0.09
-M.MUH.2.hip.1.null.null.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.8,0.14,normal,147.8,16.6,normal,166.6,15.2,lognormal,180.8,0.09
-M.MUH.2.hip.1.null.null.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,16.8,normal,152.9,17.2,normal,173.9,16.5,lognormal,187.6,0.09
-M.MUH.2.hip.1.null.null.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,14.4,lognormal,129.6,0.12,normal,146.0,13.5,normal,157.8,13.2
-M.MUH.2.hip.1.null.null.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.8,0.15,normal,125.8,14.3,normal,140.4,13.4,normal,149.2,12.1
-M.MUH.2.hip.1.null.null.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,lognormal,138.6,0.12,lognormal,157.2,0.1,lognormal,170.3,0.09
-M.MUH.2.hip.1.null.null.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,15.7,normal,147.7,16.4,lognormal,167.3,0.1,normal,180.3,14.5
-M.MUH.2.hip.1.null.null.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.7,normal,158.4,20.4,normal,177.9,17.9,normal,195.3,17.6
-M.MUH.2.hip.1.null.null.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,137.6,16.4,normal,155.5,15.3,lognormal,168.7,0.1
-M.MUH.2.hip.1.null.null.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.6,normal,128.9,16.2,normal,146.2,15.6,lognormal,161.3,0.11
-M.MUH.2.hip.1.null.null.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.6,lognormal,146.5,0.14,normal,165.0,16.8,lognormal,179.7,0.1
-M.MUH.2.hip.1.null.null.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.4,0.15,normal,153.2,19.0,normal,173.7,17.8,lognormal,189.3,0.1
-M.MUH.2.hip.1.null.null.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.7,normal,158.4,20.4,normal,177.9,17.9,normal,195.3,17.6
-M.MUH.2.hip.1.null.null.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,137.7,17.0,normal,155.5,15.1,lognormal,168.7,0.1
-M.MUH.2.hip.1.null.null.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.6,0.15,normal,128.6,16.1,normal,146.5,16.0,normal,160.7,15.7
-M.MUH.2.hip.1.null.null.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,16.5,lognormal,146.9,0.14,normal,164.8,16.4,lognormal,179.3,0.1
-M.MUH.2.hip.1.null.null.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.5,0.15,lognormal,153.8,0.14,normal,173.5,17.5,lognormal,189.6,0.1
-M.MUH.2.hip.1.null.null.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,17.8,normal,165.6,17.7,lognormal,191.5,0.11,normal,234.6,20.7
-M.MUH.2.hip.1.null.null.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,normal,136.1,15.5,normal,156.2,16.4,normal,193.7,15.1
-M.MUH.2.hip.1.null.null.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.4,normal,138.4,14.5,lognormal,153.5,0.09,normal,183.5,15.9
-M.MUH.2.hip.1.null.null.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.14,lognormal,149.2,0.13,lognormal,170.8,0.12,normal,209.3,17.1
-M.MUH.2.hip.1.null.null.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.1,0.13,normal,158.9,17.3,lognormal,182.7,0.11,normal,221.2,15.6
-M.MUH.2.hip.1.null.null.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,17.8,normal,165.6,17.7,lognormal,191.5,0.11,normal,234.6,20.7
-M.MUH.2.hip.1.null.null.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,137.0,0.13,normal,155.9,16.3,normal,193.3,16.0
-M.MUH.2.hip.1.null.null.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.3,normal,138.4,14.4,normal,153.6,13.5,normal,183.3,15.9
-M.MUH.2.hip.1.null.null.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.0,lognormal,148.9,0.13,lognormal,170.8,0.12,normal,209.9,17.8
-M.MUH.2.hip.1.null.null.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.6,normal,158.8,17.1,lognormal,182.8,0.11,normal,222.6,16.6
-M.MUH.2.hip.1.null.null.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.5,0.15,normal,182.9,22.5,normal,217.8,27.1,lognormal,250.0,0.06
-M.MUH.2.hip.1.null.null.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,16.8,lognormal,157.4,0.13,normal,186.7,21.5,normal,225.1,16.2
-M.MUH.2.hip.1.null.null.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.5,lognormal,152.7,0.15,normal,177.4,21.7,lognormal,210.0,0.07
-M.MUH.2.hip.1.null.null.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,17.9,normal,166.2,18.9,normal,197.4,22.1,lognormal,250.0,0.09
-M.MUH.2.hip.1.null.null.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.4,normal,177.5,21.3,normal,212.0,26.1,lognormal,250.0,0.06
-M.MUH.2.hip.1.null.null.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.8,19.5,normal,183.8,23.5,lognormal,226.7,0.17,lognormal,250.0,0.06
-M.MUH.2.hip.1.null.null.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,16.8,lognormal,157.6,0.13,normal,186.4,21.2,lognormal,235.0,0.1
-M.MUH.2.hip.1.null.null.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,16.8,lognormal,152.5,0.15,normal,178.5,22.4,lognormal,211.3,0.08
-M.MUH.2.hip.1.null.null.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.7,normal,166.7,19.2,normal,198.8,23.2,lognormal,250.0,0.08
-M.MUH.2.hip.1.null.null.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.4,normal,177.5,21.3,normal,212.0,26.1,lognormal,250.0,0.06
-M.MUH.2.hip.1.null.null.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,17.4,lognormal,165.3,0.12,normal,181.6,14.2,lognormal,187.3,0.09
-M.MUH.2.hip.1.null.null.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.14,lognormal,136.6,0.13,normal,152.5,14.7,normal,158.0,13.1
-M.MUH.2.hip.1.null.null.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,15.9,normal,137.6,13.8,lognormal,147.6,0.09,lognormal,149.6,0.09
-M.MUH.2.hip.1.null.null.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.3,0.13,lognormal,148.2,0.13,lognormal,163.7,0.1,lognormal,170.0,0.09
-M.MUH.2.hip.1.null.null.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.1,normal,158.1,16.9,normal,175.0,15.2,lognormal,180.8,0.09
-M.MUH.2.hip.1.null.null.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.13,lognormal,165.3,0.12,normal,181.3,14.3,lognormal,187.6,0.09
-M.MUH.2.hip.1.null.null.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.14,lognormal,136.8,0.13,normal,152.5,14.4,lognormal,158.1,0.09
-M.MUH.2.hip.1.null.null.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.6,normal,137.9,14.1,normal,147.0,11.7,normal,149.0,12.3
-M.MUH.2.hip.1.null.null.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.13,normal,148.3,17.0,normal,163.1,14.5,lognormal,169.6,0.09
-M.MUH.2.hip.1.null.null.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.0,normal,158.3,17.1,normal,175.0,15.1,normal,179.7,14.5
-M.MUH.2.hip.1.null.null.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.3,21.1,normal,179.1,19.6,lognormal,192.7,0.1,lognormal,195.5,0.1
-M.MUH.2.hip.1.null.null.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.7,0.14,normal,155.3,16.5,normal,166.4,14.7,lognormal,169.3,0.1
-M.MUH.2.hip.1.null.null.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.5,normal,148.2,17.6,lognormal,158.4,0.11,lognormal,161.1,0.11
-M.MUH.2.hip.1.null.null.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.9,0.15,normal,164.3,17.2,lognormal,175.5,0.09,lognormal,178.2,0.09
-M.MUH.2.hip.1.null.null.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.9,normal,174.1,18.7,normal,185.7,16.6,normal,189.1,16.9
-M.MUH.2.hip.1.null.null.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,20.9,normal,179.3,18.8,lognormal,193.4,0.11,lognormal,196.8,0.11
-M.MUH.2.hip.1.null.null.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.1,normal,155.5,16.7,normal,166.4,14.8,lognormal,169.1,0.1
-M.MUH.2.hip.1.null.null.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.8,normal,148.7,17.5,lognormal,157.6,0.1,lognormal,160.2,0.1
-M.MUH.2.hip.1.null.null.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,18.3,normal,165.9,18.6,lognormal,177.0,0.1,lognormal,178.9,0.09
-M.MUH.2.hip.1.null.null.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,19.2,normal,174.1,18.9,normal,185.2,16.1,lognormal,188.4,0.09
-M.MUH.2.hip.1.null.null.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.3,normal,154.6,17.8,normal,180.6,18.7,normal,235.7,18.8
-M.MUH.2.hip.1.null.null.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,lognormal,130.5,0.12,normal,152.4,17.0,normal,195.0,16.7
-M.MUH.2.hip.1.null.null.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.5,normal,129.2,15.7,normal,148.1,15.5,lognormal,181.6,0.09
-M.MUH.2.hip.1.null.null.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,140.5,16.2,lognormal,162.6,0.11,normal,207.0,16.5
-M.MUH.2.hip.1.null.null.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.2,normal,150.2,17.7,normal,174.6,18.8,normal,218.4,14.7
-M.MUH.2.hip.1.null.null.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.3,normal,154.6,17.8,normal,180.6,18.7,normal,235.7,18.8
-M.MUH.2.hip.1.null.null.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,13.9,normal,130.9,15.1,normal,151.8,16.4,normal,193.7,15.9
-M.MUH.2.hip.1.null.null.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.4,normal,129.3,15.8,normal,148.3,15.2,lognormal,181.5,0.09
-M.MUH.2.hip.1.null.null.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,140.5,16.2,lognormal,162.6,0.11,normal,207.0,16.5
-M.MUH.2.hip.1.null.null.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.2,normal,150.2,17.7,normal,174.6,18.8,normal,218.4,14.7
-M.MUH.2.hip.1.null.null.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.6,normal,161.6,21.2,lognormal,192.3,0.15,lognormal,250.0,0.06
-M.MUH.2.hip.1.null.null.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,normal,140.9,18.2,normal,166.9,20.9,normal,231.3,17.9
-M.MUH.2.hip.1.null.null.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.5,normal,132.0,17.7,normal,156.4,20.7,normal,210.3,14.5
-M.MUH.2.hip.1.null.null.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,normal,149.5,19.4,normal,177.3,23.7,lognormal,250.0,0.09
-M.MUH.2.hip.1.null.null.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.3,normal,157.8,20.9,lognormal,184.6,0.14,lognormal,250.0,0.06
-M.MUH.2.hip.1.null.null.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.6,normal,161.6,21.2,lognormal,192.3,0.15,lognormal,250.0,0.06
-M.MUH.2.hip.1.null.null.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.4,normal,142.1,18.8,normal,167.1,21.0,normal,224.7,17.1
-M.MUH.2.hip.1.null.null.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.8,lognormal,132.9,0.15,lognormal,158.1,0.16,normal,211.9,14.9
-M.MUH.2.hip.1.null.null.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,normal,149.5,19.4,normal,177.3,23.7,lognormal,250.0,0.09
-M.MUH.2.hip.1.null.null.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.3,normal,157.8,20.9,lognormal,184.6,0.14,lognormal,250.0,0.06
-M.MUH.2.hip.1.null.null.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.6,normal,155.4,18.1,normal,176.6,16.2,lognormal,187.9,0.09
-M.MUH.2.hip.1.null.null.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,14.3,lognormal,130.6,0.12,normal,149.4,15.0,normal,158.8,14.1
-M.MUH.2.hip.1.null.null.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,14.6,normal,128.9,15.3,normal,144.2,14.1,normal,149.6,12.4
-M.MUH.2.hip.1.null.null.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,lognormal,140.5,0.13,normal,159.4,14.7,lognormal,169.5,0.09
-M.MUH.2.hip.1.null.null.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.4,normal,150.3,18.4,normal,170.7,16.3,lognormal,182.8,0.1
-M.MUH.2.hip.1.null.null.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.6,normal,155.4,18.1,normal,176.6,16.2,lognormal,187.9,0.09
-M.MUH.2.hip.1.null.null.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,lognormal,130.5,0.12,normal,149.5,15.1,lognormal,158.2,0.09
-M.MUH.2.hip.1.null.null.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.5,normal,128.7,15.3,normal,144.4,14.2,normal,149.6,12.4
-M.MUH.2.hip.1.null.null.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.14,normal,140.6,16.3,normal,159.5,15.2,lognormal,169.9,0.1
-M.MUH.2.hip.1.null.null.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,16.2,normal,151.1,18.3,normal,171.7,17.0,lognormal,181.0,0.09
-M.MUH.2.hip.1.null.null.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,17.5,normal,160.9,20.6,normal,182.9,19.9,lognormal,194.0,0.09
-M.MUH.2.hip.1.null.null.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.2,lognormal,142.5,0.15,normal,159.2,15.9,lognormal,168.9,0.1
-M.MUH.2.hip.1.null.null.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.8,normal,132.6,18.4,normal,150.9,17.7,lognormal,160.8,0.1
-M.MUH.2.hip.1.null.null.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.9,0.16,normal,149.3,19.2,lognormal,169.6,0.12,lognormal,179.4,0.1
-M.MUH.2.hip.1.null.null.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,17.6,normal,157.4,20.6,lognormal,177.9,0.11,normal,190.2,18.5
-M.MUH.2.hip.1.null.null.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.3,0.15,normal,161.7,21.7,normal,182.4,18.3,lognormal,194.4,0.1
-M.MUH.2.hip.1.null.null.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,141.2,18.1,normal,158.9,15.9,lognormal,168.7,0.1
-M.MUH.2.hip.1.null.null.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.7,0.15,normal,132.5,18.3,normal,150.8,17.7,lognormal,160.8,0.1
-M.MUH.2.hip.1.null.null.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,normal,149.1,19.6,normal,170.0,18.9,lognormal,179.3,0.09
-M.MUH.2.hip.1.null.null.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,17.5,normal,157.5,20.6,lognormal,177.9,0.11,lognormal,190.4,0.11
-M.MUH.2.hip.1.null.null.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.0,0.14,lognormal,167.6,0.13,lognormal,191.0,0.11,lognormal,250.0,0.13
-M.MUH.2.hip.1.null.null.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.14,lognormal,136.1,0.13,normal,156.8,16.9,normal,193.0,14.7
-M.MUH.2.hip.1.null.null.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.4,normal,138.0,14.3,normal,154.4,13.5,lognormal,182.6,0.09
-M.MUH.2.hip.1.null.null.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,170.3,0.12,normal,207.5,15.5
-M.MUH.2.hip.1.null.null.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.14,normal,159.7,18.2,normal,182.1,17.0,normal,221.5,16.5
-M.MUH.2.hip.1.null.null.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.13,normal,166.7,18.8,lognormal,191.1,0.11,lognormal,250.0,0.12
-M.MUH.2.hip.1.null.null.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.14,normal,135.7,15.6,normal,157.0,17.0,normal,193.1,14.6
-M.MUH.2.hip.1.null.null.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.3,normal,137.9,14.3,normal,154.3,13.6,lognormal,182.4,0.09
-M.MUH.2.hip.1.null.null.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,170.3,0.12,normal,207.5,15.5
-M.MUH.2.hip.1.null.null.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.14,normal,159.7,18.2,normal,182.1,17.0,normal,221.5,16.5
-M.MUH.2.hip.1.null.null.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.7,normal,182.6,22.5,lognormal,216.9,0.14,lognormal,250.0,0.06
-M.MUH.2.hip.1.null.null.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.0,normal,157.7,18.5,normal,185.7,21.1,normal,234.1,21.6
-M.MUH.2.hip.1.null.null.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.6,normal,152.1,19.8,normal,178.0,21.8,normal,210.5,15.6
-M.MUH.2.hip.1.null.null.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.1,normal,167.0,18.9,normal,197.5,22.2,normal,250.3,19.3
-M.MUH.2.hip.1.null.null.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,20.1,lognormal,179.0,0.14,lognormal,211.4,0.14,lognormal,250.0,0.08
-M.MUH.2.hip.1.null.null.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.7,normal,182.6,22.5,lognormal,216.9,0.14,lognormal,250.0,0.06
-M.MUH.2.hip.1.null.null.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.0,0.14,lognormal,158.0,0.13,lognormal,186.2,0.13,normal,222.5,14.8
-M.MUH.2.hip.1.null.null.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.7,normal,151.8,19.5,normal,178.1,22.2,normal,210.7,16.3
-M.MUH.2.hip.1.null.null.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.1,normal,167.0,18.9,normal,197.5,22.2,lognormal,250.0,0.07
-M.MUH.2.hip.1.null.null.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,20.1,lognormal,179.0,0.14,lognormal,211.5,0.14,lognormal,250.0,0.06
-M.MUH.2.hip.1.null.null.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,18.1,lognormal,166.2,0.12,lognormal,182.8,0.09,normal,187.0,14.8
-M.MUH.2.hip.1.null.null.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,136.8,0.13,normal,152.6,14.7,normal,158.1,13.1
-M.MUH.2.hip.1.null.null.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,15.9,normal,137.7,13.8,lognormal,147.6,0.09,lognormal,149.7,0.09
-M.MUH.2.hip.1.null.null.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,15.9,lognormal,148.3,0.13,lognormal,164.0,0.1,lognormal,170.4,0.1
-M.MUH.2.hip.1.null.null.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.4,0.13,normal,159.3,18.2,normal,175.4,15.4,normal,180.1,14.8
-M.MUH.2.hip.1.null.null.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,17.5,lognormal,165.7,0.12,lognormal,183.2,0.1,lognormal,188.0,0.09
-M.MUH.2.hip.1.null.null.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.14,lognormal,136.8,0.13,normal,152.6,14.7,lognormal,158.2,0.09
-M.MUH.2.hip.1.null.null.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.8,normal,137.8,14.1,normal,146.9,11.6,normal,148.8,12.2
-M.MUH.2.hip.1.null.null.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.7,0.14,lognormal,147.9,0.13,lognormal,164.0,0.1,lognormal,170.9,0.1
-M.MUH.2.hip.1.null.null.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.4,0.13,normal,159.1,18.1,normal,175.6,15.3,normal,180.2,14.8
-M.MUH.2.hip.1.null.null.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.2,0.15,normal,179.0,19.9,lognormal,192.9,0.1,lognormal,196.2,0.11
-M.MUH.2.hip.1.null.null.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,16.7,normal,155.0,16.0,lognormal,165.7,0.09,normal,168.4,14.9
-M.MUH.2.hip.1.null.null.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,16.4,normal,147.9,17.1,lognormal,157.1,0.1,normal,160.0,15.6
-M.MUH.2.hip.1.null.null.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,18.2,normal,164.9,18.1,lognormal,175.8,0.09,normal,178.3,15.9
-M.MUH.2.hip.1.null.null.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.15,normal,173.7,18.3,normal,185.9,16.6,lognormal,189.4,0.1
-M.MUH.2.hip.1.null.null.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.3,20.8,normal,179.2,19.2,lognormal,193.0,0.1,lognormal,196.1,0.1
-M.MUH.2.hip.1.null.null.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,16.6,normal,155.6,17.3,normal,166.2,14.6,lognormal,168.9,0.1
-M.MUH.2.hip.1.null.null.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,16.1,normal,148.4,17.7,lognormal,158.0,0.1,lognormal,160.4,0.1
-M.MUH.2.hip.1.null.null.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,18.6,normal,165.0,17.7,normal,176.1,15.7,lognormal,178.2,0.09
-M.MUH.2.hip.1.null.null.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.15,normal,173.8,18.3,normal,185.8,16.6,lognormal,189.4,0.1
-M.MUH.3.flt.null.bur.god.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,20.9,normal,153.7,17.9,normal,179.6,17.8,normal,221.0,18.8
-M.MUH.3.flt.null.bur.god.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,17.4,normal,129.9,15.1,lognormal,149.7,0.11,lognormal,184.6,0.11
-M.MUH.3.flt.null.bur.god.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,18.6,lognormal,127.2,0.15,lognormal,143.9,0.11,lognormal,168.5,0.1
-M.MUH.3.flt.null.bur.god.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,18.3,lognormal,139.6,0.13,normal,160.5,15.4,normal,198.5,17.2
-M.MUH.3.flt.null.bur.god.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,19.8,lognormal,149.1,0.13,lognormal,173.2,0.11,lognormal,208.9,0.08
-M.MUH.3.flt.null.bur.god.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,20.9,normal,153.7,17.9,normal,179.6,17.8,normal,221.0,18.8
-M.MUH.3.flt.null.bur.god.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,17.5,normal,129.4,15.0,lognormal,150.1,0.11,lognormal,183.9,0.11
-M.MUH.3.flt.null.bur.god.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.5,lognormal,127.1,0.15,lognormal,144.1,0.11,lognormal,168.4,0.1
-M.MUH.3.flt.null.bur.god.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,18.3,lognormal,139.6,0.13,normal,160.5,15.4,normal,198.5,17.2
-M.MUH.3.flt.null.bur.god.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,19.8,lognormal,149.1,0.13,lognormal,173.2,0.11,lognormal,208.9,0.08
-M.MUH.3.flt.null.bur.god.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,24.2,lognormal,159.8,0.15,normal,186.4,19.5,normal,247.6,26.2
-M.MUH.3.flt.null.bur.god.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,20.4,normal,138.5,18.1,normal,160.5,16.5,normal,200.0,19.8
-M.MUH.3.flt.null.bur.god.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,20.0,lognormal,129.5,0.16,lognormal,152.0,0.12,normal,201.4,20.6
-M.MUH.3.flt.null.bur.god.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,22.1,lognormal,147.9,0.15,normal,171.5,17.1,normal,209.9,17.7
-M.MUH.3.flt.null.bur.god.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.4,lognormal,156.6,0.15,lognormal,182.6,0.12,normal,227.3,18.9
-M.MUH.3.flt.null.bur.god.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,24.2,lognormal,159.8,0.15,normal,186.4,19.5,normal,247.6,26.2
-M.MUH.3.flt.null.bur.god.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,20.3,normal,138.8,18.5,normal,160.4,16.3,normal,200.2,19.1
-M.MUH.3.flt.null.bur.god.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,19.7,lognormal,129.0,0.16,lognormal,152.8,0.13,lognormal,201.0,0.11
-M.MUH.3.flt.null.bur.god.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,22.1,lognormal,148.0,0.15,normal,171.5,17.2,normal,209.9,17.6
-M.MUH.3.flt.null.bur.god.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.4,lognormal,156.6,0.15,lognormal,182.6,0.12,normal,227.3,18.9
-M.MUH.3.flt.null.bur.god.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,20.5,normal,153.6,19.0,normal,178.6,17.3,lognormal,203.8,0.1
-M.MUH.3.flt.null.bur.god.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,17.3,normal,129.7,15.4,lognormal,149.7,0.11,lognormal,168.0,0.11
-M.MUH.3.flt.null.bur.god.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,19.2,normal,126.7,16.4,lognormal,144.7,0.11,lognormal,158.4,0.1
-M.MUH.3.flt.null.bur.god.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,18.7,lognormal,139.5,0.13,normal,160.0,15.4,normal,180.5,16.3
-M.MUH.3.flt.null.bur.god.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,19.1,normal,149.2,18.0,normal,172.9,16.6,normal,195.0,19.0
-M.MUH.3.flt.null.bur.god.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,20.5,normal,153.6,19.0,normal,178.6,17.3,lognormal,203.8,0.1
-M.MUH.3.flt.null.bur.god.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,17.6,lognormal,130.2,0.13,lognormal,149.4,0.11,lognormal,166.1,0.1
-M.MUH.3.flt.null.bur.god.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,18.4,normal,126.4,16.6,lognormal,143.8,0.11,lognormal,158.1,0.1
-M.MUH.3.flt.null.bur.god.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,18.6,lognormal,139.3,0.13,normal,160.6,15.4,normal,180.1,16.4
-M.MUH.3.flt.null.bur.god.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,19.1,normal,149.2,18.0,normal,172.9,16.6,normal,195.0,19.0
-M.MUH.3.flt.null.bur.god.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,23.7,lognormal,159.6,0.15,lognormal,188.0,0.12,normal,216.5,19.9
-M.MUH.3.flt.null.bur.god.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,20.7,lognormal,139.7,0.15,normal,160.1,16.2,lognormal,183.9,0.12
-M.MUH.3.flt.null.bur.god.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,20.3,lognormal,129.4,0.16,lognormal,153.2,0.13,lognormal,179.7,0.12
-M.MUH.3.flt.null.bur.god.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,21.4,lognormal,147.4,0.15,lognormal,172.7,0.12,normal,198.1,21.1
-M.MUH.3.flt.null.bur.god.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,25.2,normal,156.1,20.5,lognormal,183.0,0.12,lognormal,207.7,0.1
-M.MUH.3.flt.null.bur.god.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,23.7,lognormal,159.6,0.15,lognormal,188.0,0.12,normal,216.5,19.9
-M.MUH.3.flt.null.bur.god.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,20.9,normal,139.2,18.6,normal,160.1,15.8,lognormal,183.2,0.11
-M.MUH.3.flt.null.bur.god.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,20.0,lognormal,129.1,0.16,lognormal,153.1,0.13,lognormal,180.4,0.12
-M.MUH.3.flt.null.bur.god.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,21.5,normal,146.8,19.1,lognormal,172.5,0.12,lognormal,197.3,0.11
-M.MUH.3.flt.null.bur.god.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,25.1,normal,156.4,20.8,lognormal,183.1,0.12,normal,207.3,18.3
-M.MUH.3.flt.null.bur.god.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.2,22.3,lognormal,170.7,0.13,normal,198.2,21.9,normal,248.7,23.4
-M.MUH.3.flt.null.bur.god.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.9,lognormal,138.8,0.14,normal,160.4,18.5,lognormal,201.5,0.1
-M.MUH.3.flt.null.bur.god.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,19.4,lognormal,144.4,0.12,normal,160.4,13.2,normal,184.8,15.5
-M.MUH.3.flt.null.bur.god.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.1,lognormal,150.9,0.14,normal,176.2,21.8,lognormal,220.4,0.1
-M.MUH.3.flt.null.bur.god.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.8,0.17,lognormal,163.2,0.14,lognormal,190.1,0.13,lognormal,230.2,0.09
-M.MUH.3.flt.null.bur.god.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.2,22.3,lognormal,170.7,0.13,normal,198.2,21.9,normal,248.7,23.4
-M.MUH.3.flt.null.bur.god.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.7,lognormal,138.1,0.14,normal,160.2,18.1,normal,201.9,17.8
-M.MUH.3.flt.null.bur.god.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,19.9,lognormal,144.8,0.12,lognormal,160.9,0.09,lognormal,184.1,0.09
-M.MUH.3.flt.null.bur.god.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.1,lognormal,150.9,0.14,normal,176.2,21.8,lognormal,220.4,0.1
-M.MUH.3.flt.null.bur.god.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.8,0.17,lognormal,163.2,0.14,lognormal,190.1,0.13,lognormal,230.2,0.09
-M.MUH.3.flt.null.bur.god.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,normal,193.6,22.8,lognormal,232.6,0.12,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.god.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.6,21.9,lognormal,164.7,0.13,normal,199.8,21.7,normal,228.2,18.2
-M.MUH.3.flt.null.bur.god.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,24.0,normal,162.0,22.6,normal,196.1,22.9,normal,219.9,17.6
-M.MUH.3.flt.null.bur.god.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.7,23.0,lognormal,176.3,0.14,normal,210.1,19.1,normal,250.0,20.0
-M.MUH.3.flt.null.bur.god.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.4,lognormal,189.3,0.14,normal,228.0,25.4,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.god.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,normal,193.6,22.8,lognormal,232.6,0.12,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.god.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.8,21.5,lognormal,164.4,0.14,lognormal,200.6,0.12,normal,226.6,17.2
-M.MUH.3.flt.null.bur.god.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.8,23.7,normal,162.0,22.8,normal,195.8,22.2,normal,221.1,18.6
-M.MUH.3.flt.null.bur.god.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,23.2,normal,175.8,21.6,normal,209.9,19.1,normal,250.0,20.0
-M.MUH.3.flt.null.bur.god.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.4,lognormal,189.3,0.14,normal,228.0,25.4,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.god.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,22.3,lognormal,171.6,0.14,lognormal,192.5,0.1,lognormal,202.1,0.1
-M.MUH.3.flt.null.bur.god.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.9,lognormal,139.6,0.15,normal,157.6,17.2,lognormal,166.0,0.1
-M.MUH.3.flt.null.bur.god.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,20.2,normal,144.3,16.4,lognormal,155.8,0.09,lognormal,158.1,0.1
-M.MUH.3.flt.null.bur.god.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.3,lognormal,150.9,0.14,lognormal,172.8,0.13,lognormal,179.7,0.1
-M.MUH.3.flt.null.bur.god.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.0,20.9,lognormal,162.3,0.14,lognormal,184.7,0.11,lognormal,194.2,0.1
-M.MUH.3.flt.null.bur.god.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,22.3,lognormal,171.6,0.14,lognormal,192.5,0.1,lognormal,202.1,0.1
-M.MUH.3.flt.null.bur.god.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,18.1,lognormal,138.6,0.14,lognormal,158.2,0.12,lognormal,167.9,0.11
-M.MUH.3.flt.null.bur.god.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,20.0,lognormal,144.4,0.12,normal,155.7,14.0,normal,158.7,15.5
-M.MUH.3.flt.null.bur.god.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.2,lognormal,151.3,0.14,lognormal,172.8,0.13,lognormal,180.6,0.1
-M.MUH.3.flt.null.bur.god.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.5,0.16,normal,160.4,17.9,normal,184.2,18.4,lognormal,194.3,0.1
-M.MUH.3.flt.null.bur.god.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,lognormal,193.8,0.14,normal,214.3,19.9,normal,215.4,20.0
-M.MUH.3.flt.null.bur.god.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.5,22.2,lognormal,163.9,0.14,lognormal,183.3,0.11,lognormal,184.0,0.11
-M.MUH.3.flt.null.bur.god.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,23.7,normal,161.2,22.0,lognormal,179.0,0.12,lognormal,180.0,0.12
-M.MUH.3.flt.null.bur.god.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.1,23.0,lognormal,176.6,0.14,normal,194.4,18.9,normal,195.3,18.8
-M.MUH.3.flt.null.bur.god.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.7,23.5,lognormal,188.1,0.14,normal,207.2,19.7,normal,208.5,19.7
-M.MUH.3.flt.null.bur.god.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,lognormal,193.8,0.14,normal,214.3,19.9,normal,215.4,20.0
-M.MUH.3.flt.null.bur.god.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,20.8,lognormal,163.7,0.13,lognormal,182.7,0.11,lognormal,183.9,0.11
-M.MUH.3.flt.null.bur.god.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,23.3,normal,160.3,21.6,lognormal,179.2,0.13,lognormal,180.3,0.12
-M.MUH.3.flt.null.bur.god.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.4,22.1,lognormal,176.3,0.14,normal,195.3,18.1,normal,195.9,17.6
-M.MUH.3.flt.null.bur.god.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.7,23.5,lognormal,188.1,0.14,normal,207.2,19.7,normal,208.5,19.7
-M.MUH.3.flt.null.bur.god.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,21.2,normal,157.7,19.7,lognormal,191.0,0.13,normal,249.5,21.3
-M.MUH.3.flt.null.bur.god.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,17.6,normal,131.7,15.7,lognormal,157.7,0.13,normal,200.7,17.5
-M.MUH.3.flt.null.bur.god.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,19.2,normal,131.2,18.3,normal,155.7,16.4,normal,184.3,14.6
-M.MUH.3.flt.null.bur.god.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,17.9,lognormal,142.7,0.14,lognormal,171.6,0.14,normal,211.4,14.4
-M.MUH.3.flt.null.bur.god.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,19.8,normal,152.6,19.4,normal,181.0,19.1,lognormal,250.0,0.12
-M.MUH.3.flt.null.bur.god.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,21.2,normal,157.7,19.7,lognormal,191.0,0.13,normal,249.5,21.3
-M.MUH.3.flt.null.bur.god.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,17.8,normal,132.5,16.6,lognormal,157.7,0.13,lognormal,199.2,0.09
-M.MUH.3.flt.null.bur.god.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.5,normal,131.1,18.2,normal,156.4,16.6,normal,184.3,14.9
-M.MUH.3.flt.null.bur.god.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,18.2,lognormal,142.4,0.14,lognormal,171.0,0.13,normal,213.3,15.1
-M.MUH.3.flt.null.bur.god.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,19.8,normal,152.6,19.4,normal,181.0,19.1,lognormal,250.0,0.12
-M.MUH.3.flt.null.bur.god.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.5,24.7,lognormal,165.5,0.16,normal,204.6,26.6,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.god.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,21.1,lognormal,144.7,0.16,lognormal,179.4,0.15,normal,226.9,18.2
-M.MUH.3.flt.null.bur.god.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,21.0,lognormal,134.7,0.17,lognormal,167.9,0.16,normal,215.4,16.2
-M.MUH.3.flt.null.bur.god.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.7,lognormal,154.0,0.16,normal,189.8,25.5,normal,249.4,21.7
-M.MUH.3.flt.null.bur.god.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,24.2,normal,161.2,23.0,normal,198.3,26.2,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.god.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.5,24.7,lognormal,165.5,0.16,normal,204.6,26.6,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.god.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,20.8,lognormal,144.2,0.16,normal,178.4,23.8,normal,226.6,17.4
-M.MUH.3.flt.null.bur.god.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,20.6,lognormal,134.6,0.17,lognormal,169.1,0.17,normal,214.6,14.5
-M.MUH.3.flt.null.bur.god.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,22.2,lognormal,154.1,0.17,lognormal,191.5,0.15,normal,250.0,20.0
-M.MUH.3.flt.null.bur.god.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,24.2,normal,161.2,23.0,normal,198.3,26.2,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.god.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,20.9,normal,157.8,19.7,normal,188.9,20.1,lognormal,202.8,0.1
-M.MUH.3.flt.null.bur.god.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,17.5,lognormal,131.6,0.13,lognormal,156.1,0.12,lognormal,167.6,0.11
-M.MUH.3.flt.null.bur.god.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,19.3,normal,130.9,18.1,normal,151.8,14.6,lognormal,157.8,0.1
-M.MUH.3.flt.null.bur.god.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.8,normal,141.4,17.3,lognormal,169.1,0.12,lognormal,180.2,0.1
-M.MUH.3.flt.null.bur.god.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,20.2,normal,151.2,18.1,normal,181.6,19.2,lognormal,195.1,0.1
-M.MUH.3.flt.null.bur.god.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,21.1,normal,157.5,19.8,lognormal,188.3,0.11,normal,201.7,17.8
-M.MUH.3.flt.null.bur.god.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,18.0,normal,131.9,16.1,lognormal,156.0,0.12,lognormal,167.3,0.11
-M.MUH.3.flt.null.bur.god.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,19.1,normal,131.4,18.5,lognormal,153.1,0.11,lognormal,158.3,0.1
-M.MUH.3.flt.null.bur.god.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.8,normal,141.4,17.3,lognormal,169.1,0.12,lognormal,180.2,0.1
-M.MUH.3.flt.null.bur.god.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,20.2,normal,151.2,18.1,normal,181.6,19.2,lognormal,195.1,0.1
-M.MUH.3.flt.null.bur.god.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.1,25.4,lognormal,165.9,0.17,normal,201.9,25.5,normal,213.4,18.0
-M.MUH.3.flt.null.bur.god.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,20.4,lognormal,144.5,0.16,lognormal,173.2,0.13,lognormal,184.4,0.11
-M.MUH.3.flt.null.bur.god.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,20.9,lognormal,134.5,0.17,lognormal,165.1,0.15,lognormal,180.1,0.13
-M.MUH.3.flt.null.bur.god.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,22.9,lognormal,153.6,0.16,lognormal,186.8,0.14,lognormal,197.0,0.11
-M.MUH.3.flt.null.bur.god.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,25.2,normal,161.8,23.5,normal,198.2,26.2,normal,208.8,19.4
-M.MUH.3.flt.null.bur.god.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.1,25.4,lognormal,165.9,0.17,normal,201.9,25.5,normal,213.4,18.0
-M.MUH.3.flt.null.bur.god.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,21.2,normal,144.4,20.6,lognormal,174.3,0.13,lognormal,184.5,0.12
-M.MUH.3.flt.null.bur.god.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,21.2,lognormal,134.7,0.17,lognormal,165.2,0.15,normal,178.6,19.1
-M.MUH.3.flt.null.bur.god.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.2,22.3,normal,153.7,23.1,normal,185.5,22.4,normal,194.5,17.3
-M.MUH.3.flt.null.bur.god.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,24.1,normal,160.9,22.5,normal,196.1,24.1,normal,207.7,18.1
-M.MUH.3.flt.null.bur.god.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.3,lognormal,171.7,0.13,normal,197.4,21.0,normal,248.5,23.9
-M.MUH.3.flt.null.bur.god.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,17.9,lognormal,138.8,0.14,normal,160.7,19.5,normal,201.3,17.9
-M.MUH.3.flt.null.bur.god.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,19.6,normal,144.0,16.5,normal,160.3,13.5,normal,184.9,14.8
-M.MUH.3.flt.null.bur.god.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.2,0.16,lognormal,151.1,0.14,lognormal,176.9,0.14,normal,215.0,18.3
-M.MUH.3.flt.null.bur.god.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.9,0.16,lognormal,163.2,0.14,lognormal,189.8,0.12,lognormal,250.0,0.13
-M.MUH.3.flt.null.bur.god.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.3,lognormal,171.7,0.13,normal,197.4,21.0,normal,248.5,23.9
-M.MUH.3.flt.null.bur.god.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.8,lognormal,139.3,0.14,normal,159.6,18.1,normal,200.5,17.8
-M.MUH.3.flt.null.bur.god.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,19.7,lognormal,143.6,0.12,lognormal,160.6,0.09,normal,184.0,14.3
-M.MUH.3.flt.null.bur.god.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.2,0.16,lognormal,151.0,0.14,lognormal,176.9,0.14,normal,214.8,18.1
-M.MUH.3.flt.null.bur.god.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.9,0.16,lognormal,163.2,0.14,lognormal,189.8,0.12,lognormal,250.0,0.13
-M.MUH.3.flt.null.bur.god.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.5,26.0,normal,194.8,25.2,normal,245.8,31.1,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.god.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.1,lognormal,164.7,0.13,normal,201.1,22.6,normal,225.7,16.4
-M.MUH.3.flt.null.bur.god.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,24.2,normal,162.6,23.2,normal,195.7,21.2,normal,218.4,16.4
-M.MUH.3.flt.null.bur.god.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.5,normal,175.8,21.1,normal,213.1,20.8,normal,249.9,20.3
-M.MUH.3.flt.null.bur.god.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.6,24.6,lognormal,190.2,0.15,lognormal,224.5,0.11,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.god.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.5,26.0,normal,194.8,25.2,normal,245.8,31.1,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.god.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,21.9,lognormal,164.4,0.13,normal,199.4,22.6,lognormal,250.0,0.13
-M.MUH.3.flt.null.bur.god.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.7,24.3,normal,161.7,22.4,normal,195.9,21.7,normal,219.7,16.7
-M.MUH.3.flt.null.bur.god.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.5,normal,175.8,21.1,normal,213.1,20.8,normal,249.9,20.3
-M.MUH.3.flt.null.bur.god.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.6,24.6,lognormal,190.2,0.15,lognormal,224.5,0.11,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.god.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.1,0.16,lognormal,170.9,0.13,normal,193.9,19.5,lognormal,202.0,0.09
-M.MUH.3.flt.null.bur.god.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,18.0,lognormal,138.9,0.14,normal,158.0,17.0,lognormal,167.1,0.11
-M.MUH.3.flt.null.bur.god.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,19.9,lognormal,143.7,0.12,normal,155.4,13.8,lognormal,158.2,0.1
-M.MUH.3.flt.null.bur.god.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.6,0.16,lognormal,151.9,0.15,normal,172.8,19.7,lognormal,180.8,0.1
-M.MUH.3.flt.null.bur.god.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.7,0.17,lognormal,163.4,0.13,normal,184.7,18.7,lognormal,195.7,0.1
-M.MUH.3.flt.null.bur.god.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.1,0.16,lognormal,170.9,0.13,normal,193.9,19.5,lognormal,202.0,0.09
-M.MUH.3.flt.null.bur.god.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,18.2,lognormal,138.7,0.14,normal,158.3,18.0,lognormal,168.2,0.11
-M.MUH.3.flt.null.bur.god.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,19.9,lognormal,144.5,0.12,normal,155.7,13.7,lognormal,158.5,0.1
-M.MUH.3.flt.null.bur.god.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,19.4,lognormal,151.4,0.14,lognormal,173.4,0.13,normal,180.3,16.4
-M.MUH.3.flt.null.bur.god.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.7,0.17,lognormal,163.4,0.13,normal,184.7,18.7,lognormal,195.7,0.1
-M.MUH.3.flt.null.bur.god.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.2,26.0,normal,194.7,25.5,normal,216.0,21.1,normal,216.5,20.1
-M.MUH.3.flt.null.bur.god.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,22.2,normal,164.7,20.4,lognormal,183.1,0.11,lognormal,184.8,0.12
-M.MUH.3.flt.null.bur.god.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,23.6,normal,161.4,22.6,lognormal,179.0,0.12,lognormal,179.8,0.12
-M.MUH.3.flt.null.bur.god.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,23.0,normal,175.6,21.5,lognormal,195.4,0.11,lognormal,196.1,0.1
-M.MUH.3.flt.null.bur.god.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.8,24.2,lognormal,189.4,0.14,lognormal,206.5,0.1,normal,207.0,18.2
-M.MUH.3.flt.null.bur.god.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.2,26.0,normal,194.7,25.5,normal,216.0,21.1,normal,216.5,20.1
-M.MUH.3.flt.null.bur.god.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,21.0,lognormal,165.0,0.14,lognormal,182.7,0.11,lognormal,184.7,0.11
-M.MUH.3.flt.null.bur.god.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.4,lognormal,161.7,0.16,lognormal,177.9,0.12,normal,178.9,18.9
-M.MUH.3.flt.null.bur.god.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.3,23.7,lognormal,176.2,0.13,lognormal,194.9,0.11,lognormal,195.8,0.1
-M.MUH.3.flt.null.bur.god.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.8,24.2,lognormal,189.4,0.14,lognormal,206.5,0.1,normal,207.0,18.2
-M.MUH.3.flt.null.bur.por.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,21.3,lognormal,139.0,0.17,normal,169.4,21.0,normal,218.8,18.0
-M.MUH.3.flt.null.bur.por.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,17.3,lognormal,120.2,0.16,normal,143.9,16.4,lognormal,183.5,0.11
-M.MUH.3.flt.null.bur.por.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,17.2,lognormal,112.8,0.17,normal,137.2,17.3,lognormal,167.7,0.1
-M.MUH.3.flt.null.bur.por.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,18.5,lognormal,127.8,0.16,lognormal,154.1,0.13,lognormal,198.2,0.1
-M.MUH.3.flt.null.bur.por.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,19.5,normal,134.6,19.6,lognormal,164.5,0.14,normal,212.1,16.7
-M.MUH.3.flt.null.bur.por.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,21.3,lognormal,139.0,0.17,normal,169.4,21.0,normal,218.8,18.0
-M.MUH.3.flt.null.bur.por.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,16.9,lognormal,119.9,0.16,normal,143.3,16.3,lognormal,183.3,0.1
-M.MUH.3.flt.null.bur.por.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,17.0,lognormal,112.8,0.18,lognormal,137.2,0.14,lognormal,167.5,0.1
-M.MUH.3.flt.null.bur.por.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,18.1,normal,126.6,17.8,lognormal,154.3,0.13,lognormal,198.7,0.1
-M.MUH.3.flt.null.bur.por.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,19.5,normal,134.6,19.6,lognormal,164.5,0.14,normal,212.1,16.7
-M.MUH.3.flt.null.bur.por.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.9,lognormal,139.5,0.17,lognormal,172.5,0.15,lognormal,250.0,0.13
-M.MUH.3.flt.null.bur.por.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,19.1,lognormal,122.5,0.17,lognormal,150.3,0.14,lognormal,199.9,0.11
-M.MUH.3.flt.null.bur.por.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.4,lognormal,112.6,0.17,lognormal,139.5,0.15,normal,200.3,19.6
-M.MUH.3.flt.null.bur.por.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,20.4,normal,128.9,19.4,lognormal,159.7,0.15,normal,211.3,17.9
-M.MUH.3.flt.null.bur.por.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,21.8,lognormal,136.4,0.17,lognormal,168.8,0.15,normal,225.9,19.8
-M.MUH.3.flt.null.bur.por.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.9,lognormal,139.5,0.17,lognormal,172.5,0.15,lognormal,250.0,0.13
-M.MUH.3.flt.null.bur.por.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,18.9,lognormal,122.5,0.17,lognormal,149.8,0.15,lognormal,199.6,0.11
-M.MUH.3.flt.null.bur.por.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.5,lognormal,112.8,0.17,lognormal,139.3,0.15,lognormal,203.1,0.12
-M.MUH.3.flt.null.bur.por.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,20.4,normal,128.9,19.4,lognormal,159.7,0.15,normal,211.3,17.9
-M.MUH.3.flt.null.bur.por.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,21.8,lognormal,136.4,0.17,lognormal,168.8,0.15,normal,225.9,19.8
-M.MUH.3.flt.null.bur.por.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,21.0,normal,138.0,20.4,lognormal,171.1,0.15,lognormal,203.7,0.1
-M.MUH.3.flt.null.bur.por.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,17.2,lognormal,119.3,0.16,normal,143.8,16.8,lognormal,167.0,0.11
-M.MUH.3.flt.null.bur.por.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,17.3,lognormal,112.1,0.17,normal,136.8,17.4,lognormal,158.0,0.1
-M.MUH.3.flt.null.bur.por.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,18.1,normal,127.3,18.5,lognormal,153.7,0.13,normal,179.5,15.6
-M.MUH.3.flt.null.bur.por.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.8,lognormal,134.6,0.16,normal,163.6,20.1,normal,194.4,17.3
-M.MUH.3.flt.null.bur.por.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,21.0,normal,138.0,20.4,lognormal,171.1,0.15,lognormal,203.7,0.1
-M.MUH.3.flt.null.bur.por.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,17.3,lognormal,119.3,0.16,lognormal,143.5,0.13,lognormal,167.3,0.11
-M.MUH.3.flt.null.bur.por.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.4,lognormal,112.3,0.17,normal,136.8,17.3,normal,156.9,13.7
-M.MUH.3.flt.null.bur.por.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,18.3,normal,126.9,18.1,normal,153.2,17.9,normal,179.7,16.0
-M.MUH.3.flt.null.bur.por.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.9,normal,134.4,19.4,normal,164.0,20.7,lognormal,194.2,0.09
-M.MUH.3.flt.null.bur.por.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,21.2,lognormal,139.5,0.17,lognormal,172.7,0.15,normal,213.5,17.7
-M.MUH.3.flt.null.bur.por.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,18.8,lognormal,122.6,0.17,lognormal,150.7,0.15,lognormal,184.7,0.11
-M.MUH.3.flt.null.bur.por.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,17.3,lognormal,112.3,0.17,normal,139.2,19.0,lognormal,180.7,0.13
-M.MUH.3.flt.null.bur.por.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,19.9,lognormal,129.6,0.17,lognormal,160.1,0.15,normal,197.8,18.5
-M.MUH.3.flt.null.bur.por.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,21.7,lognormal,136.9,0.17,lognormal,169.4,0.15,lognormal,208.9,0.1
-M.MUH.3.flt.null.bur.por.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,21.2,lognormal,139.5,0.17,lognormal,172.7,0.15,normal,213.5,17.7
-M.MUH.3.flt.null.bur.por.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,18.8,lognormal,122.6,0.17,lognormal,151.0,0.15,lognormal,184.6,0.11
-M.MUH.3.flt.null.bur.por.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,17.3,lognormal,112.1,0.17,normal,139.1,19.2,lognormal,180.8,0.12
-M.MUH.3.flt.null.bur.por.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,20.1,lognormal,129.7,0.17,normal,159.1,20.6,lognormal,196.3,0.1
-M.MUH.3.flt.null.bur.por.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,21.4,lognormal,136.0,0.17,lognormal,168.2,0.15,normal,207.3,18.0
-M.MUH.3.flt.null.bur.por.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.2,22.3,lognormal,170.7,0.13,normal,198.2,21.9,normal,248.7,23.4
-M.MUH.3.flt.null.bur.por.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.9,lognormal,138.8,0.14,normal,160.4,18.5,lognormal,201.5,0.1
-M.MUH.3.flt.null.bur.por.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,19.4,lognormal,144.4,0.12,normal,160.4,13.2,normal,184.8,15.5
-M.MUH.3.flt.null.bur.por.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.1,lognormal,150.9,0.14,normal,176.2,21.8,lognormal,220.4,0.1
-M.MUH.3.flt.null.bur.por.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.8,0.17,lognormal,163.2,0.14,lognormal,190.1,0.13,lognormal,230.2,0.09
-M.MUH.3.flt.null.bur.por.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.2,22.3,lognormal,170.7,0.13,normal,198.2,21.9,normal,248.7,23.4
-M.MUH.3.flt.null.bur.por.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.7,lognormal,138.1,0.14,normal,160.2,18.1,normal,201.9,17.8
-M.MUH.3.flt.null.bur.por.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,19.9,lognormal,144.8,0.12,lognormal,160.9,0.09,lognormal,184.1,0.09
-M.MUH.3.flt.null.bur.por.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.1,lognormal,150.9,0.14,normal,176.2,21.8,lognormal,220.4,0.1
-M.MUH.3.flt.null.bur.por.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.8,0.17,lognormal,163.2,0.14,lognormal,190.1,0.13,lognormal,230.2,0.09
-M.MUH.3.flt.null.bur.por.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,normal,193.6,22.8,lognormal,232.6,0.12,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.por.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.6,21.9,lognormal,164.7,0.13,normal,199.8,21.7,normal,228.2,18.2
-M.MUH.3.flt.null.bur.por.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,24.0,normal,162.0,22.6,normal,196.1,22.9,normal,219.9,17.6
-M.MUH.3.flt.null.bur.por.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.7,23.0,lognormal,176.3,0.14,normal,210.1,19.1,normal,250.0,20.0
-M.MUH.3.flt.null.bur.por.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.4,lognormal,189.3,0.14,normal,228.0,25.4,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.por.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,normal,193.6,22.8,lognormal,232.6,0.12,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.por.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.8,21.5,lognormal,164.4,0.14,lognormal,200.6,0.12,normal,226.6,17.2
-M.MUH.3.flt.null.bur.por.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.8,23.7,normal,162.0,22.8,normal,195.8,22.2,normal,221.1,18.6
-M.MUH.3.flt.null.bur.por.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,23.2,normal,175.8,21.6,normal,209.9,19.1,normal,250.0,20.0
-M.MUH.3.flt.null.bur.por.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.4,lognormal,189.3,0.14,normal,228.0,25.4,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.por.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,22.3,lognormal,171.6,0.14,lognormal,192.5,0.1,lognormal,202.1,0.1
-M.MUH.3.flt.null.bur.por.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.9,lognormal,139.6,0.15,normal,157.6,17.2,lognormal,166.0,0.1
-M.MUH.3.flt.null.bur.por.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,20.2,normal,144.3,16.4,lognormal,155.8,0.09,lognormal,158.1,0.1
-M.MUH.3.flt.null.bur.por.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.3,lognormal,150.9,0.14,lognormal,172.8,0.13,lognormal,179.7,0.1
-M.MUH.3.flt.null.bur.por.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.0,20.9,lognormal,162.3,0.14,lognormal,184.7,0.11,lognormal,194.2,0.1
-M.MUH.3.flt.null.bur.por.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.9,22.3,lognormal,171.6,0.14,lognormal,192.5,0.1,lognormal,202.1,0.1
-M.MUH.3.flt.null.bur.por.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,18.1,lognormal,138.6,0.14,lognormal,158.2,0.12,lognormal,167.9,0.11
-M.MUH.3.flt.null.bur.por.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,20.0,lognormal,144.4,0.12,normal,155.7,14.0,normal,158.7,15.5
-M.MUH.3.flt.null.bur.por.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,19.2,lognormal,151.3,0.14,lognormal,172.8,0.13,lognormal,180.6,0.1
-M.MUH.3.flt.null.bur.por.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.5,0.16,normal,160.4,17.9,normal,184.2,18.4,lognormal,194.3,0.1
-M.MUH.3.flt.null.bur.por.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,lognormal,193.8,0.14,normal,214.3,19.9,normal,215.4,20.0
-M.MUH.3.flt.null.bur.por.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.5,22.2,lognormal,163.9,0.14,lognormal,183.3,0.11,lognormal,184.0,0.11
-M.MUH.3.flt.null.bur.por.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,23.7,normal,161.2,22.0,lognormal,179.0,0.12,lognormal,180.0,0.12
-M.MUH.3.flt.null.bur.por.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.1,23.0,lognormal,176.6,0.14,normal,194.4,18.9,normal,195.3,18.8
-M.MUH.3.flt.null.bur.por.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.7,23.5,lognormal,188.1,0.14,normal,207.2,19.7,normal,208.5,19.7
-M.MUH.3.flt.null.bur.por.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.3,25.2,lognormal,193.8,0.14,normal,214.3,19.9,normal,215.4,20.0
-M.MUH.3.flt.null.bur.por.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,20.8,lognormal,163.7,0.13,lognormal,182.7,0.11,lognormal,183.9,0.11
-M.MUH.3.flt.null.bur.por.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,23.3,normal,160.3,21.6,lognormal,179.2,0.13,lognormal,180.3,0.12
-M.MUH.3.flt.null.bur.por.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.4,22.1,lognormal,176.3,0.14,normal,195.3,18.1,normal,195.9,17.6
-M.MUH.3.flt.null.bur.por.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.7,23.5,lognormal,188.1,0.14,normal,207.2,19.7,normal,208.5,19.7
-M.MUH.3.flt.null.bur.por.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.7,normal,138.6,20.2,lognormal,172.1,0.16,normal,249.1,22.3
-M.MUH.3.flt.null.bur.por.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,17.3,lognormal,120.0,0.16,normal,145.5,17.8,normal,200.3,17.2
-M.MUH.3.flt.null.bur.por.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.7,lognormal,112.2,0.17,normal,139.8,19.1,lognormal,185.6,0.09
-M.MUH.3.flt.null.bur.por.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,18.2,lognormal,127.4,0.16,lognormal,156.5,0.14,normal,215.5,17.7
-M.MUH.3.flt.null.bur.por.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,20.3,normal,134.9,19.8,lognormal,166.8,0.15,lognormal,250.0,0.12
-M.MUH.3.flt.null.bur.por.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.7,normal,138.6,20.2,lognormal,172.1,0.16,normal,249.1,22.3
-M.MUH.3.flt.null.bur.por.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,17.0,lognormal,119.3,0.16,normal,145.7,17.9,normal,199.5,16.7
-M.MUH.3.flt.null.bur.por.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,17.6,lognormal,112.3,0.17,normal,139.9,19.3,lognormal,185.9,0.09
-M.MUH.3.flt.null.bur.por.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,18.2,lognormal,127.4,0.16,lognormal,156.5,0.14,normal,215.5,17.7
-M.MUH.3.flt.null.bur.por.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,20.3,normal,134.9,19.8,lognormal,166.8,0.15,lognormal,250.0,0.12
-M.MUH.3.flt.null.bur.por.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,21.5,normal,139.4,21.0,lognormal,174.1,0.16,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.por.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,18.9,lognormal,122.4,0.17,lognormal,153.1,0.16,normal,221.2,14.2
-M.MUH.3.flt.null.bur.por.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.5,lognormal,112.7,0.18,lognormal,140.9,0.16,normal,218.5,17.0
-M.MUH.3.flt.null.bur.por.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,20.0,lognormal,129.4,0.17,lognormal,161.8,0.16,normal,250.3,19.1
-M.MUH.3.flt.null.bur.por.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,20.7,lognormal,136.2,0.17,lognormal,170.1,0.15,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.por.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,21.5,normal,139.4,21.0,lognormal,174.1,0.16,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.por.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,18.9,lognormal,122.7,0.17,lognormal,152.3,0.16,normal,229.3,18.7
-M.MUH.3.flt.null.bur.por.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,17.4,lognormal,112.7,0.17,lognormal,141.6,0.16,normal,219.2,16.7
-M.MUH.3.flt.null.bur.por.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,20.0,lognormal,129.1,0.17,lognormal,162.5,0.17,normal,250.3,19.1
-M.MUH.3.flt.null.bur.por.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,20.7,lognormal,136.2,0.17,lognormal,170.1,0.15,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.por.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,21.0,normal,138.5,19.5,lognormal,171.4,0.15,normal,200.1,15.7
-M.MUH.3.flt.null.bur.por.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,17.0,lognormal,119.8,0.16,lognormal,145.8,0.13,lognormal,167.3,0.11
-M.MUH.3.flt.null.bur.por.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,17.2,lognormal,112.5,0.17,lognormal,139.7,0.15,lognormal,158.0,0.1
-M.MUH.3.flt.null.bur.por.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,18.4,lognormal,127.6,0.16,normal,155.3,19.2,lognormal,183.0,0.11
-M.MUH.3.flt.null.bur.por.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.8,lognormal,134.7,0.16,lognormal,167.1,0.15,lognormal,197.0,0.11
-M.MUH.3.flt.null.bur.por.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,21.0,normal,138.5,19.5,lognormal,171.4,0.15,normal,200.1,15.7
-M.MUH.3.flt.null.bur.por.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,17.7,lognormal,119.9,0.16,lognormal,145.2,0.13,lognormal,167.4,0.11
-M.MUH.3.flt.null.bur.por.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,17.2,lognormal,112.2,0.17,normal,139.2,18.7,lognormal,158.1,0.1
-M.MUH.3.flt.null.bur.por.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,18.3,lognormal,127.9,0.16,lognormal,155.3,0.13,normal,180.3,17.2
-M.MUH.3.flt.null.bur.por.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.9,lognormal,134.9,0.16,lognormal,166.1,0.14,lognormal,194.4,0.1
-M.MUH.3.flt.null.bur.por.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,21.6,lognormal,140.3,0.17,lognormal,175.0,0.16,normal,211.3,16.4
-M.MUH.3.flt.null.bur.por.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,19.1,lognormal,122.4,0.17,lognormal,153.7,0.16,lognormal,184.4,0.11
-M.MUH.3.flt.null.bur.por.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.6,lognormal,112.8,0.18,lognormal,140.6,0.16,lognormal,179.4,0.12
-M.MUH.3.flt.null.bur.por.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,20.3,lognormal,130.0,0.17,lognormal,161.6,0.16,normal,194.7,17.4
-M.MUH.3.flt.null.bur.por.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,21.3,lognormal,137.3,0.18,lognormal,170.3,0.16,normal,206.6,17.3
-M.MUH.3.flt.null.bur.por.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,21.6,lognormal,140.3,0.17,lognormal,175.0,0.16,normal,211.3,16.4
-M.MUH.3.flt.null.bur.por.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,18.8,lognormal,123.0,0.18,lognormal,153.2,0.16,lognormal,183.9,0.11
-M.MUH.3.flt.null.bur.por.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.4,lognormal,112.6,0.17,lognormal,140.8,0.16,lognormal,180.0,0.12
-M.MUH.3.flt.null.bur.por.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,20.3,lognormal,130.0,0.17,lognormal,160.8,0.15,lognormal,195.2,0.1
-M.MUH.3.flt.null.bur.por.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,21.1,lognormal,138.0,0.18,lognormal,170.0,0.16,lognormal,207.9,0.1
-M.MUH.3.flt.null.bur.por.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.3,lognormal,171.7,0.13,normal,197.4,21.0,normal,248.5,23.9
-M.MUH.3.flt.null.bur.por.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,17.9,lognormal,138.8,0.14,normal,160.7,19.5,normal,201.3,17.9
-M.MUH.3.flt.null.bur.por.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,19.6,normal,144.0,16.5,normal,160.3,13.5,normal,184.9,14.8
-M.MUH.3.flt.null.bur.por.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.2,0.16,lognormal,151.1,0.14,lognormal,176.9,0.14,normal,215.0,18.3
-M.MUH.3.flt.null.bur.por.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.9,0.16,lognormal,163.2,0.14,lognormal,189.8,0.12,lognormal,250.0,0.13
-M.MUH.3.flt.null.bur.por.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.3,lognormal,171.7,0.13,normal,197.4,21.0,normal,248.5,23.9
-M.MUH.3.flt.null.bur.por.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.8,lognormal,139.3,0.14,normal,159.6,18.1,normal,200.5,17.8
-M.MUH.3.flt.null.bur.por.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,19.7,lognormal,143.6,0.12,lognormal,160.6,0.09,normal,184.0,14.3
-M.MUH.3.flt.null.bur.por.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.2,0.16,lognormal,151.0,0.14,lognormal,176.9,0.14,normal,214.8,18.1
-M.MUH.3.flt.null.bur.por.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.9,0.16,lognormal,163.2,0.14,lognormal,189.8,0.12,lognormal,250.0,0.13
-M.MUH.3.flt.null.bur.por.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.5,26.0,normal,194.8,25.2,normal,245.8,31.1,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.por.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.1,lognormal,164.7,0.13,normal,201.1,22.6,normal,225.7,16.4
-M.MUH.3.flt.null.bur.por.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,146.0,24.2,normal,162.6,23.2,normal,195.7,21.2,normal,218.4,16.4
-M.MUH.3.flt.null.bur.por.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.5,normal,175.8,21.1,normal,213.1,20.8,normal,249.9,20.3
-M.MUH.3.flt.null.bur.por.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.6,24.6,lognormal,190.2,0.15,lognormal,224.5,0.11,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.por.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.5,26.0,normal,194.8,25.2,normal,245.8,31.1,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.por.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,21.9,lognormal,164.4,0.13,normal,199.4,22.6,lognormal,250.0,0.13
-M.MUH.3.flt.null.bur.por.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.7,24.3,normal,161.7,22.4,normal,195.9,21.7,normal,219.7,16.7
-M.MUH.3.flt.null.bur.por.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.5,normal,175.8,21.1,normal,213.1,20.8,normal,249.9,20.3
-M.MUH.3.flt.null.bur.por.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.6,24.6,lognormal,190.2,0.15,lognormal,224.5,0.11,lognormal,250.0,0.06
-M.MUH.3.flt.null.bur.por.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.1,0.16,lognormal,170.9,0.13,normal,193.9,19.5,lognormal,202.0,0.09
-M.MUH.3.flt.null.bur.por.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,18.0,lognormal,138.9,0.14,normal,158.0,17.0,lognormal,167.1,0.11
-M.MUH.3.flt.null.bur.por.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,19.9,lognormal,143.7,0.12,normal,155.4,13.8,lognormal,158.2,0.1
-M.MUH.3.flt.null.bur.por.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.6,0.16,lognormal,151.9,0.15,normal,172.8,19.7,lognormal,180.8,0.1
-M.MUH.3.flt.null.bur.por.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.7,0.17,lognormal,163.4,0.13,normal,184.7,18.7,lognormal,195.7,0.1
-M.MUH.3.flt.null.bur.por.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.1,0.16,lognormal,170.9,0.13,normal,193.9,19.5,lognormal,202.0,0.09
-M.MUH.3.flt.null.bur.por.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,18.2,lognormal,138.7,0.14,normal,158.3,18.0,lognormal,168.2,0.11
-M.MUH.3.flt.null.bur.por.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,19.9,lognormal,144.5,0.12,normal,155.7,13.7,lognormal,158.5,0.1
-M.MUH.3.flt.null.bur.por.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,19.4,lognormal,151.4,0.14,lognormal,173.4,0.13,normal,180.3,16.4
-M.MUH.3.flt.null.bur.por.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.7,0.17,lognormal,163.4,0.13,normal,184.7,18.7,lognormal,195.7,0.1
-M.MUH.3.flt.null.bur.por.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.2,26.0,normal,194.7,25.5,normal,216.0,21.1,normal,216.5,20.1
-M.MUH.3.flt.null.bur.por.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,22.2,normal,164.7,20.4,lognormal,183.1,0.11,lognormal,184.8,0.12
-M.MUH.3.flt.null.bur.por.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,23.6,normal,161.4,22.6,lognormal,179.0,0.12,lognormal,179.8,0.12
-M.MUH.3.flt.null.bur.por.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,23.0,normal,175.6,21.5,lognormal,195.4,0.11,lognormal,196.1,0.1
-M.MUH.3.flt.null.bur.por.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.8,24.2,lognormal,189.4,0.14,lognormal,206.5,0.1,normal,207.0,18.2
-M.MUH.3.flt.null.bur.por.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.2,26.0,normal,194.7,25.5,normal,216.0,21.1,normal,216.5,20.1
-M.MUH.3.flt.null.bur.por.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,21.0,lognormal,165.0,0.14,lognormal,182.7,0.11,lognormal,184.7,0.11
-M.MUH.3.flt.null.bur.por.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.4,lognormal,161.7,0.16,lognormal,177.9,0.12,normal,178.9,18.9
-M.MUH.3.flt.null.bur.por.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.3,23.7,lognormal,176.2,0.13,lognormal,194.9,0.11,lognormal,195.8,0.1
-M.MUH.3.flt.null.bur.por.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,168.8,24.2,lognormal,189.4,0.14,lognormal,206.5,0.1,normal,207.0,18.2
-M.MUH.3.flt.null.spm.god.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,20.2,lognormal,150.7,0.15,normal,175.4,19.0,normal,217.9,16.3
-M.MUH.3.flt.null.spm.god.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,16.6,normal,126.5,15.2,lognormal,146.9,0.11,lognormal,183.1,0.1
-M.MUH.3.flt.null.spm.god.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,18.2,lognormal,123.0,0.16,normal,141.3,15.4,lognormal,168.1,0.1
-M.MUH.3.flt.null.spm.god.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.6,lognormal,135.8,0.14,normal,158.2,16.4,normal,197.2,18.0
-M.MUH.3.flt.null.spm.god.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,19.6,lognormal,145.0,0.14,normal,169.3,17.3,normal,211.1,16.9
-M.MUH.3.flt.null.spm.god.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,20.2,lognormal,150.7,0.15,normal,175.4,19.0,normal,217.9,16.3
-M.MUH.3.flt.null.spm.god.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.7,normal,126.2,15.1,lognormal,146.9,0.11,lognormal,183.0,0.1
-M.MUH.3.flt.null.spm.god.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,18.3,lognormal,122.6,0.16,normal,140.9,15.2,lognormal,168.1,0.1
-M.MUH.3.flt.null.spm.god.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.3,lognormal,135.7,0.14,lognormal,157.7,0.11,normal,198.1,18.1
-M.MUH.3.flt.null.spm.god.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,19.6,lognormal,145.0,0.14,normal,169.3,17.3,normal,211.1,16.9
-M.MUH.3.flt.null.spm.god.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,24.7,lognormal,153.2,0.16,normal,178.6,22.3,lognormal,250.0,0.12
-M.MUH.3.flt.null.spm.god.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,20.9,lognormal,133.3,0.16,lognormal,154.8,0.13,normal,200.2,19.1
-M.MUH.3.flt.null.spm.god.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,19.8,normal,122.9,18.1,normal,144.7,19.0,normal,201.2,19.7
-M.MUH.3.flt.null.spm.god.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,21.0,lognormal,140.6,0.16,normal,165.6,21.3,normal,212.0,18.3
-M.MUH.3.flt.null.spm.god.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,23.3,lognormal,148.5,0.16,lognormal,176.3,0.15,lognormal,230.0,0.1
-M.MUH.3.flt.null.spm.god.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,24.7,lognormal,153.2,0.16,normal,178.6,22.3,lognormal,250.0,0.12
-M.MUH.3.flt.null.spm.god.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.8,lognormal,133.1,0.16,normal,154.8,19.0,lognormal,199.8,0.1
-M.MUH.3.flt.null.spm.god.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,19.5,lognormal,123.1,0.16,lognormal,145.1,0.15,normal,200.5,19.7
-M.MUH.3.flt.null.spm.god.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,21.4,lognormal,140.5,0.16,normal,165.6,20.8,normal,210.5,16.7
-M.MUH.3.flt.null.spm.god.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,23.3,lognormal,148.5,0.16,lognormal,176.3,0.15,lognormal,230.0,0.1
-M.MUH.3.flt.null.spm.god.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,20.5,normal,150.0,20.0,normal,175.1,18.5,normal,200.5,16.3
-M.MUH.3.flt.null.spm.god.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,16.6,normal,126.5,15.5,lognormal,147.6,0.12,lognormal,167.4,0.11
-M.MUH.3.flt.null.spm.god.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.9,lognormal,122.7,0.16,normal,140.9,15.1,lognormal,158.2,0.1
-M.MUH.3.flt.null.spm.god.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.6,lognormal,135.8,0.14,lognormal,158.6,0.11,normal,180.0,16.0
-M.MUH.3.flt.null.spm.god.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,19.5,normal,144.7,18.5,lognormal,170.0,0.12,lognormal,195.3,0.1
-M.MUH.3.flt.null.spm.god.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,20.5,normal,150.0,20.0,normal,175.1,18.5,normal,200.5,16.3
-M.MUH.3.flt.null.spm.god.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,16.6,normal,126.4,15.5,lognormal,147.8,0.12,lognormal,166.5,0.1
-M.MUH.3.flt.null.spm.god.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,18.1,lognormal,122.7,0.16,lognormal,141.1,0.12,lognormal,158.5,0.1
-M.MUH.3.flt.null.spm.god.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.6,lognormal,136.0,0.14,lognormal,158.6,0.11,normal,179.8,15.8
-M.MUH.3.flt.null.spm.god.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,19.5,normal,144.7,18.5,lognormal,170.0,0.12,lognormal,195.3,0.1
-M.MUH.3.flt.null.spm.god.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,23.8,lognormal,153.5,0.17,lognormal,180.5,0.15,normal,214.7,18.7
-M.MUH.3.flt.null.spm.god.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,20.1,lognormal,133.5,0.16,lognormal,155.3,0.14,lognormal,185.2,0.12
-M.MUH.3.flt.null.spm.god.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,19.5,lognormal,123.5,0.17,normal,144.5,18.2,lognormal,179.3,0.12
-M.MUH.3.flt.null.spm.god.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,21.8,lognormal,141.1,0.16,lognormal,167.7,0.15,lognormal,198.3,0.11
-M.MUH.3.flt.null.spm.god.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.5,22.8,lognormal,148.6,0.16,normal,175.8,23.4,normal,207.4,18.4
-M.MUH.3.flt.null.spm.god.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,23.8,lognormal,153.5,0.17,lognormal,180.5,0.15,normal,214.7,18.7
-M.MUH.3.flt.null.spm.god.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,20.6,lognormal,133.1,0.16,normal,155.9,19.6,lognormal,184.0,0.11
-M.MUH.3.flt.null.spm.god.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,19.5,lognormal,122.9,0.17,normal,145.3,19.1,lognormal,179.2,0.12
-M.MUH.3.flt.null.spm.god.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,22.0,lognormal,141.8,0.16,lognormal,166.7,0.14,lognormal,197.0,0.1
-M.MUH.3.flt.null.spm.god.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.5,22.8,lognormal,148.6,0.16,normal,175.8,23.4,normal,207.4,18.4
-M.MUH.3.flt.null.spm.god.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.4,lognormal,168.4,0.13,lognormal,193.9,0.11,normal,248.5,23.9
-M.MUH.3.flt.null.spm.god.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.5,lognormal,138.1,0.14,normal,160.3,18.8,normal,199.7,17.3
-M.MUH.3.flt.null.spm.god.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.3,normal,140.6,16.1,normal,159.6,14.0,normal,184.7,14.4
-M.MUH.3.flt.null.spm.god.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.7,lognormal,148.8,0.13,lognormal,175.9,0.14,lognormal,219.7,0.1
-M.MUH.3.flt.null.spm.god.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.0,0.16,lognormal,160.8,0.13,lognormal,187.9,0.12,lognormal,250.0,0.13
-M.MUH.3.flt.null.spm.god.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.4,lognormal,168.4,0.13,lognormal,193.9,0.11,normal,248.5,23.9
-M.MUH.3.flt.null.spm.god.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.7,lognormal,137.9,0.14,normal,160.1,18.5,normal,200.2,17.1
-M.MUH.3.flt.null.spm.god.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.3,normal,140.7,16.2,normal,159.6,13.9,normal,184.8,14.6
-M.MUH.3.flt.null.spm.god.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.7,lognormal,148.8,0.13,lognormal,175.9,0.14,lognormal,219.7,0.1
-M.MUH.3.flt.null.spm.god.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.0,0.16,lognormal,160.8,0.13,lognormal,187.9,0.12,lognormal,250.0,0.13
-M.MUH.3.flt.null.spm.god.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.2,25.9,lognormal,186.2,0.15,normal,216.2,22.5,normal,216.3,22.9
-M.MUH.3.flt.null.spm.god.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,20.5,lognormal,158.6,0.14,lognormal,190.4,0.12,lognormal,250.0,0.13
-M.MUH.3.flt.null.spm.god.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.5,lognormal,151.5,0.16,normal,184.0,25.1,normal,220.9,18.9
-M.MUH.3.flt.null.spm.god.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.7,22.9,normal,169.3,22.2,normal,205.8,23.9,normal,250.3,19.3
-M.MUH.3.flt.null.spm.god.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,lognormal,180.3,0.15,normal,211.0,20.6,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.god.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.2,25.9,lognormal,186.2,0.15,normal,216.2,22.5,normal,216.3,22.9
-M.MUH.3.flt.null.spm.god.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,21.2,normal,158.4,20.1,normal,194.3,24.6,normal,229.8,19.4
-M.MUH.3.flt.null.spm.god.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,22.2,lognormal,152.3,0.17,normal,183.2,23.9,normal,218.1,16.3
-M.MUH.3.flt.null.spm.god.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.7,22.9,normal,169.3,22.2,normal,205.8,23.9,normal,250.3,19.3
-M.MUH.3.flt.null.spm.god.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,lognormal,180.3,0.15,normal,211.0,20.6,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.god.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.3,lognormal,168.1,0.14,lognormal,192.9,0.11,normal,203.0,17.5
-M.MUH.3.flt.null.spm.god.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.9,lognormal,136.8,0.13,normal,156.6,16.8,normal,166.4,16.1
-M.MUH.3.flt.null.spm.god.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,19.1,lognormal,141.2,0.13,normal,154.6,13.2,normal,156.8,13.3
-M.MUH.3.flt.null.spm.god.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.1,lognormal,148.5,0.13,lognormal,171.9,0.13,lognormal,179.3,0.1
-M.MUH.3.flt.null.spm.god.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.8,normal,159.7,18.5,normal,184.6,19.2,lognormal,194.9,0.1
-M.MUH.3.flt.null.spm.god.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.3,lognormal,168.1,0.14,lognormal,192.9,0.11,normal,203.0,17.5
-M.MUH.3.flt.null.spm.god.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.6,lognormal,136.7,0.13,normal,156.9,17.1,lognormal,167.6,0.11
-M.MUH.3.flt.null.spm.god.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,18.9,normal,140.3,16.2,normal,154.2,13.2,lognormal,156.9,0.09
-M.MUH.3.flt.null.spm.god.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.4,0.16,lognormal,148.3,0.13,lognormal,171.8,0.13,lognormal,181.4,0.1
-M.MUH.3.flt.null.spm.god.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.8,normal,159.7,18.5,normal,184.6,19.2,lognormal,194.9,0.1
-M.MUH.3.flt.null.spm.god.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,27.1,normal,186.1,24.8,normal,209.2,20.3,normal,213.1,17.5
-M.MUH.3.flt.null.spm.god.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,21.0,normal,157.3,19.3,normal,180.1,19.0,normal,183.3,18.4
-M.MUH.3.flt.null.spm.god.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,23.2,lognormal,153.2,0.17,lognormal,174.6,0.13,lognormal,179.4,0.12
-M.MUH.3.flt.null.spm.god.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,22.9,normal,169.7,22.3,normal,192.8,20.6,normal,195.9,19.2
-M.MUH.3.flt.null.spm.god.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,normal,180.1,23.8,normal,205.6,21.4,lognormal,209.7,0.1
-M.MUH.3.flt.null.spm.god.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,27.1,normal,186.1,24.8,normal,209.2,20.3,normal,213.1,17.5
-M.MUH.3.flt.null.spm.god.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,21.0,normal,157.7,19.5,lognormal,181.3,0.12,lognormal,185.4,0.12
-M.MUH.3.flt.null.spm.god.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.3,lognormal,153.0,0.16,lognormal,174.6,0.13,lognormal,179.4,0.12
-M.MUH.3.flt.null.spm.god.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.0,22.2,lognormal,170.0,0.15,lognormal,192.3,0.11,lognormal,197.0,0.11
-M.MUH.3.flt.null.spm.god.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,normal,180.1,23.8,normal,205.6,21.4,lognormal,209.7,0.1
-M.MUH.3.flt.null.spm.god.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.2,lognormal,151.6,0.15,lognormal,183.0,0.14,lognormal,250.0,0.11
-M.MUH.3.flt.null.spm.god.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.0,lognormal,127.9,0.14,normal,152.4,17.8,lognormal,200.3,0.09
-M.MUH.3.flt.null.spm.god.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,18.0,lognormal,124.7,0.17,normal,148.8,18.8,normal,184.8,15.1
-M.MUH.3.flt.null.spm.god.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.6,normal,136.2,17.4,lognormal,163.1,0.13,normal,213.0,14.5
-M.MUH.3.flt.null.spm.god.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,19.6,normal,145.5,18.7,lognormal,176.2,0.14,normal,234.6,20.8
-M.MUH.3.flt.null.spm.god.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.2,lognormal,151.6,0.15,lognormal,183.0,0.14,lognormal,250.0,0.11
-M.MUH.3.flt.null.spm.god.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.7,normal,127.6,16.6,lognormal,152.3,0.13,normal,200.9,17.2
-M.MUH.3.flt.null.spm.god.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.1,lognormal,124.7,0.17,normal,148.8,18.7,normal,184.5,15.0
-M.MUH.3.flt.null.spm.god.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.9,normal,136.4,17.1,lognormal,163.6,0.13,lognormal,215.6,0.09
-M.MUH.3.flt.null.spm.god.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,19.6,normal,145.5,18.7,lognormal,176.2,0.14,normal,234.6,20.8
-M.MUH.3.flt.null.spm.god.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,25.3,lognormal,154.9,0.17,lognormal,185.7,0.16,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.god.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,20.4,lognormal,134.6,0.17,normal,160.9,22.4,normal,247.5,26.5
-M.MUH.3.flt.null.spm.god.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,19.6,lognormal,124.6,0.17,lognormal,150.2,0.17,normal,215.8,15.0
-M.MUH.3.flt.null.spm.god.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,22.1,lognormal,143.0,0.17,lognormal,172.0,0.17,normal,249.5,21.2
-M.MUH.3.flt.null.spm.god.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,23.6,lognormal,150.6,0.17,lognormal,181.9,0.17,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.god.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,25.3,lognormal,154.9,0.17,lognormal,185.7,0.16,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.god.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,20.4,lognormal,135.0,0.17,lognormal,161.5,0.16,lognormal,250.0,0.13
-M.MUH.3.flt.null.spm.god.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,20.1,lognormal,124.4,0.17,lognormal,150.2,0.17,lognormal,220.0,0.09
-M.MUH.3.flt.null.spm.god.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,22.3,lognormal,143.1,0.17,lognormal,170.4,0.15,lognormal,250.0,0.09
-M.MUH.3.flt.null.spm.god.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,23.6,lognormal,150.6,0.17,lognormal,181.9,0.17,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.god.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.6,lognormal,150.4,0.15,lognormal,181.8,0.14,normal,204.4,19.4
-M.MUH.3.flt.null.spm.god.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.7,lognormal,127.9,0.14,lognormal,151.1,0.12,lognormal,166.4,0.1
-M.MUH.3.flt.null.spm.god.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,18.4,normal,124.3,18.6,normal,146.5,16.9,lognormal,158.6,0.1
-M.MUH.3.flt.null.spm.god.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.5,normal,136.2,17.1,lognormal,162.7,0.13,normal,181.4,17.8
-M.MUH.3.flt.null.spm.god.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.0,19.5,normal,145.9,18.8,normal,175.0,21.2,lognormal,196.3,0.11
-M.MUH.3.flt.null.spm.god.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.6,lognormal,150.4,0.15,lognormal,181.8,0.14,lognormal,204.5,0.1
-M.MUH.3.flt.null.spm.god.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.0,normal,127.8,16.3,lognormal,151.6,0.13,lognormal,167.0,0.11
-M.MUH.3.flt.null.spm.god.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,18.4,lognormal,124.9,0.17,normal,146.4,16.5,lognormal,158.1,0.1
-M.MUH.3.flt.null.spm.god.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.6,normal,136.5,17.1,lognormal,163.5,0.13,lognormal,180.8,0.1
-M.MUH.3.flt.null.spm.god.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.0,19.5,normal,145.9,18.8,normal,175.0,21.2,lognormal,196.3,0.11
-M.MUH.3.flt.null.spm.god.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,24.5,lognormal,154.8,0.17,lognormal,184.5,0.16,normal,213.5,17.9
-M.MUH.3.flt.null.spm.god.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.2,lognormal,134.6,0.17,lognormal,161.7,0.16,normal,185.1,19.6
-M.MUH.3.flt.null.spm.god.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,19.9,lognormal,124.3,0.17,lognormal,149.8,0.16,lognormal,180.4,0.13
-M.MUH.3.flt.null.spm.god.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,21.3,lognormal,142.5,0.16,lognormal,171.2,0.17,lognormal,197.1,0.11
-M.MUH.3.flt.null.spm.god.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.8,23.4,lognormal,151.1,0.17,lognormal,182.7,0.17,lognormal,206.2,0.09
-M.MUH.3.flt.null.spm.god.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,24.5,lognormal,154.8,0.17,lognormal,184.5,0.16,normal,213.5,17.9
-M.MUH.3.flt.null.spm.god.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.4,lognormal,134.7,0.16,lognormal,161.2,0.16,lognormal,185.4,0.12
-M.MUH.3.flt.null.spm.god.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,19.2,lognormal,124.2,0.17,lognormal,149.5,0.16,lognormal,181.2,0.13
-M.MUH.3.flt.null.spm.god.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.0,21.6,lognormal,142.2,0.16,normal,169.2,23.7,normal,195.6,18.7
-M.MUH.3.flt.null.spm.god.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.8,23.4,lognormal,151.1,0.17,lognormal,182.7,0.17,lognormal,206.2,0.09
-M.MUH.3.flt.null.spm.god.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.6,lognormal,169.1,0.14,normal,195.3,20.6,lognormal,250.0,0.12
-M.MUH.3.flt.null.spm.god.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.9,lognormal,136.9,0.13,lognormal,160.0,0.13,lognormal,201.6,0.09
-M.MUH.3.flt.null.spm.god.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.4,normal,141.2,17.1,normal,159.1,13.6,lognormal,184.3,0.09
-M.MUH.3.flt.null.spm.god.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.2,lognormal,149.5,0.14,lognormal,175.1,0.14,normal,214.3,16.8
-M.MUH.3.flt.null.spm.god.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,21.4,normal,160.1,18.7,lognormal,188.4,0.12,normal,247.5,26.6
-M.MUH.3.flt.null.spm.god.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.6,lognormal,169.1,0.14,normal,195.3,20.6,lognormal,250.0,0.12
-M.MUH.3.flt.null.spm.god.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.2,lognormal,136.7,0.13,normal,160.0,19.0,normal,200.3,16.8
-M.MUH.3.flt.null.spm.god.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.4,normal,141.3,17.2,normal,159.1,13.5,normal,184.1,15.1
-M.MUH.3.flt.null.spm.god.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.2,lognormal,149.5,0.14,lognormal,175.1,0.14,normal,214.3,16.8
-M.MUH.3.flt.null.spm.god.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,21.4,normal,160.1,18.7,lognormal,188.4,0.12,normal,247.5,26.6
-M.MUH.3.flt.null.spm.god.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.3,27.1,normal,184.5,24.2,lognormal,224.3,0.14,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.god.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,21.1,normal,158.1,20.2,normal,192.8,25.1,lognormal,250.0,0.13
-M.MUH.3.flt.null.spm.god.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.3,lognormal,152.8,0.17,lognormal,183.0,0.14,lognormal,225.9,0.1
-M.MUH.3.flt.null.spm.god.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.2,lognormal,170.4,0.15,normal,203.2,22.7,normal,250.0,20.0
-M.MUH.3.flt.null.spm.god.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,22.5,lognormal,178.8,0.14,normal,211.7,22.2,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.god.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.3,27.1,normal,184.5,24.2,lognormal,224.3,0.14,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.god.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,21.2,normal,158.3,20.2,normal,193.0,25.1,lognormal,250.0,0.13
-M.MUH.3.flt.null.spm.god.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,22.0,lognormal,152.1,0.16,lognormal,183.9,0.15,lognormal,216.8,0.08
-M.MUH.3.flt.null.spm.god.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.2,lognormal,170.4,0.15,normal,203.2,22.7,normal,250.0,20.0
-M.MUH.3.flt.null.spm.god.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,22.5,lognormal,178.8,0.14,normal,211.7,22.2,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.god.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,22.0,normal,166.2,18.8,lognormal,191.3,0.1,lognormal,203.1,0.1
-M.MUH.3.flt.null.spm.god.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.5,lognormal,136.8,0.13,normal,157.5,17.4,lognormal,167.3,0.11
-M.MUH.3.flt.null.spm.god.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,19.5,normal,140.8,16.5,normal,154.5,13.7,lognormal,157.5,0.1
-M.MUH.3.flt.null.spm.god.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.4,normal,148.8,18.4,lognormal,172.3,0.13,normal,179.6,15.7
-M.MUH.3.flt.null.spm.god.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.7,normal,159.9,18.5,lognormal,184.0,0.11,normal,194.5,17.6
-M.MUH.3.flt.null.spm.god.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,22.0,normal,166.2,18.8,lognormal,191.3,0.1,lognormal,203.1,0.1
-M.MUH.3.flt.null.spm.god.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.5,lognormal,137.9,0.14,normal,157.8,17.1,lognormal,166.3,0.1
-M.MUH.3.flt.null.spm.god.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.4,normal,140.3,16.4,normal,154.7,13.6,normal,157.6,14.4
-M.MUH.3.flt.null.spm.god.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.3,lognormal,148.6,0.13,lognormal,172.2,0.13,normal,179.9,15.7
-M.MUH.3.flt.null.spm.god.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.7,normal,159.9,18.5,lognormal,184.0,0.11,normal,194.5,17.6
-M.MUH.3.flt.null.spm.god.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.1,24.8,lognormal,186.7,0.15,lognormal,210.3,0.11,lognormal,216.1,0.1
-M.MUH.3.flt.null.spm.god.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,20.1,lognormal,158.0,0.14,normal,180.1,18.5,lognormal,184.1,0.11
-M.MUH.3.flt.null.spm.god.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.6,lognormal,153.2,0.17,lognormal,175.1,0.13,lognormal,179.8,0.12
-M.MUH.3.flt.null.spm.god.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,21.7,lognormal,169.5,0.14,normal,192.8,20.6,lognormal,198.2,0.11
-M.MUH.3.flt.null.spm.god.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,25.3,lognormal,179.7,0.15,lognormal,204.5,0.11,normal,208.2,19.4
-M.MUH.3.flt.null.spm.god.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.1,24.8,lognormal,186.7,0.15,lognormal,210.3,0.11,lognormal,216.1,0.1
-M.MUH.3.flt.null.spm.god.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,20.8,normal,157.9,19.4,normal,180.4,19.0,lognormal,183.9,0.11
-M.MUH.3.flt.null.spm.god.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.9,lognormal,153.1,0.16,lognormal,174.4,0.12,lognormal,179.1,0.12
-M.MUH.3.flt.null.spm.god.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.3,22.3,lognormal,168.5,0.14,lognormal,192.5,0.11,lognormal,197.6,0.11
-M.MUH.3.flt.null.spm.god.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,25.3,lognormal,179.7,0.15,lognormal,204.5,0.11,normal,208.2,19.4
-M.MUH.3.flt.null.spm.por.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,22.8,normal,120.2,22.0,normal,132.8,21.1,normal,221.6,18.8
-M.MUH.3.flt.null.spm.por.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.5,18.9,lognormal,115.7,0.18,lognormal,183.3,0.11
-M.MUH.3.flt.null.spm.por.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,19.0,normal,96.4,18.1,lognormal,106.9,0.18,lognormal,165.9,0.09
-M.MUH.3.flt.null.spm.por.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.7,normal,110.7,19.9,lognormal,123.2,0.18,normal,197.9,17.7
-M.MUH.3.flt.null.spm.por.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,21.7,normal,116.6,20.7,normal,129.0,20.6,normal,211.6,16.7
-M.MUH.3.flt.null.spm.por.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,22.8,normal,120.2,22.0,normal,132.8,21.1,normal,221.6,18.8
-M.MUH.3.flt.null.spm.por.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.6,18.9,normal,115.2,18.1,lognormal,183.1,0.11
-M.MUH.3.flt.null.spm.por.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,19.1,normal,96.5,18.1,lognormal,107.1,0.18,normal,166.4,14.5
-M.MUH.3.flt.null.spm.por.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.7,normal,110.7,19.9,lognormal,123.2,0.18,normal,197.9,17.7
-M.MUH.3.flt.null.spm.por.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,21.7,normal,116.6,20.7,normal,129.0,20.6,normal,211.6,16.7
-M.MUH.3.flt.null.spm.por.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.7,normal,120.0,21.8,lognormal,132.8,0.18,normal,247.6,26.3
-M.MUH.3.flt.null.spm.por.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,20.2,normal,104.6,19.0,lognormal,116.3,0.18,lognormal,201.1,0.11
-M.MUH.3.flt.null.spm.por.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,19.5,normal,96.5,18.1,lognormal,107.0,0.18,lognormal,199.4,0.11
-M.MUH.3.flt.null.spm.por.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,21.7,normal,111.2,20.6,lognormal,123.6,0.18,normal,211.2,18.2
-M.MUH.3.flt.null.spm.por.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,22.3,normal,116.7,20.8,lognormal,129.8,0.18,normal,229.7,21.2
-M.MUH.3.flt.null.spm.por.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.7,normal,120.0,21.8,lognormal,132.8,0.18,normal,247.6,26.3
-M.MUH.3.flt.null.spm.por.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,20.1,normal,104.6,19.0,lognormal,116.3,0.18,normal,202.0,21.0
-M.MUH.3.flt.null.spm.por.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.1,normal,96.5,17.9,lognormal,106.9,0.18,normal,200.3,19.6
-M.MUH.3.flt.null.spm.por.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,21.7,normal,111.2,20.6,lognormal,123.6,0.18,normal,211.3,18.3
-M.MUH.3.flt.null.spm.por.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,22.3,normal,116.7,20.8,lognormal,129.8,0.18,normal,229.7,21.2
-M.MUH.3.flt.null.spm.por.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,22.6,normal,120.1,22.2,lognormal,133.2,0.18,lognormal,204.3,0.1
-M.MUH.3.flt.null.spm.por.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.4,normal,104.5,18.9,lognormal,116.2,0.18,lognormal,167.4,0.11
-M.MUH.3.flt.null.spm.por.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.3,normal,96.5,18.0,lognormal,106.8,0.18,lognormal,157.8,0.1
-M.MUH.3.flt.null.spm.por.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,20.7,normal,110.9,20.0,lognormal,123.5,0.19,normal,181.3,17.0
-M.MUH.3.flt.null.spm.por.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,22.1,normal,117.2,21.1,lognormal,129.7,0.18,lognormal,194.7,0.1
-M.MUH.3.flt.null.spm.por.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,22.6,normal,120.1,22.2,lognormal,133.2,0.18,lognormal,204.3,0.1
-M.MUH.3.flt.null.spm.por.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.5,normal,104.7,19.1,lognormal,116.8,0.18,normal,167.3,16.5
-M.MUH.3.flt.null.spm.por.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,19.1,normal,96.6,17.9,lognormal,106.8,0.18,normal,158.0,14.2
-M.MUH.3.flt.null.spm.por.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.6,normal,110.8,20.0,lognormal,123.3,0.18,lognormal,182.6,0.11
-M.MUH.3.flt.null.spm.por.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,22.0,normal,117.2,21.1,lognormal,129.6,0.18,normal,195.2,19.0
-M.MUH.3.flt.null.spm.por.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.7,normal,120.0,22.0,normal,132.6,20.8,lognormal,214.3,0.1
-M.MUH.3.flt.null.spm.por.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,20.7,normal,104.9,19.5,lognormal,116.1,0.18,lognormal,183.6,0.11
-M.MUH.3.flt.null.spm.por.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,19.1,normal,96.3,17.8,lognormal,106.6,0.18,lognormal,179.1,0.12
-M.MUH.3.flt.null.spm.por.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,21.8,normal,111.3,20.3,lognormal,123.1,0.18,normal,198.3,19.4
-M.MUH.3.flt.null.spm.por.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,22.4,normal,116.7,20.8,lognormal,129.9,0.18,lognormal,206.8,0.09
-M.MUH.3.flt.null.spm.por.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.7,normal,120.0,22.0,normal,132.6,20.8,normal,212.8,18.2
-M.MUH.3.flt.null.spm.por.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.4,20.6,normal,104.5,19.2,lognormal,116.1,0.18,lognormal,183.9,0.11
-M.MUH.3.flt.null.spm.por.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.3,normal,96.5,18.0,lognormal,106.9,0.18,lognormal,179.9,0.12
-M.MUH.3.flt.null.spm.por.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,21.2,normal,110.8,20.0,lognormal,122.8,0.18,lognormal,197.9,0.11
-M.MUH.3.flt.null.spm.por.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,22.4,normal,116.7,20.8,lognormal,129.9,0.18,lognormal,206.8,0.09
-M.MUH.3.flt.null.spm.por.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.4,lognormal,168.4,0.13,lognormal,193.9,0.11,normal,248.5,23.9
-M.MUH.3.flt.null.spm.por.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.5,lognormal,138.1,0.14,normal,160.3,18.8,normal,199.7,17.3
-M.MUH.3.flt.null.spm.por.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.3,normal,140.6,16.1,normal,159.6,14.0,normal,184.7,14.4
-M.MUH.3.flt.null.spm.por.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.7,lognormal,148.8,0.13,lognormal,175.9,0.14,lognormal,219.7,0.1
-M.MUH.3.flt.null.spm.por.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.0,0.16,lognormal,160.8,0.13,lognormal,187.9,0.12,lognormal,250.0,0.13
-M.MUH.3.flt.null.spm.por.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.4,lognormal,168.4,0.13,lognormal,193.9,0.11,normal,248.5,23.9
-M.MUH.3.flt.null.spm.por.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.7,lognormal,137.9,0.14,normal,160.1,18.5,normal,200.2,17.1
-M.MUH.3.flt.null.spm.por.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.3,normal,140.7,16.2,normal,159.6,13.9,normal,184.8,14.6
-M.MUH.3.flt.null.spm.por.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.7,lognormal,148.8,0.13,lognormal,175.9,0.14,lognormal,219.7,0.1
-M.MUH.3.flt.null.spm.por.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.0,0.16,lognormal,160.8,0.13,lognormal,187.9,0.12,lognormal,250.0,0.13
-M.MUH.3.flt.null.spm.por.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.2,25.9,lognormal,186.2,0.15,normal,216.2,22.5,normal,216.3,22.9
-M.MUH.3.flt.null.spm.por.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,20.5,lognormal,158.6,0.14,lognormal,190.4,0.12,lognormal,250.0,0.13
-M.MUH.3.flt.null.spm.por.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.5,lognormal,151.5,0.16,normal,184.0,25.1,normal,220.9,18.9
-M.MUH.3.flt.null.spm.por.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.7,22.9,normal,169.3,22.2,normal,205.8,23.9,normal,250.3,19.3
-M.MUH.3.flt.null.spm.por.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,lognormal,180.3,0.15,normal,211.0,20.6,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.por.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.2,25.9,lognormal,186.2,0.15,normal,216.2,22.5,normal,216.3,22.9
-M.MUH.3.flt.null.spm.por.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,21.2,normal,158.4,20.1,normal,194.3,24.6,normal,229.8,19.4
-M.MUH.3.flt.null.spm.por.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,22.2,lognormal,152.3,0.17,normal,183.2,23.9,normal,218.1,16.3
-M.MUH.3.flt.null.spm.por.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.7,22.9,normal,169.3,22.2,normal,205.8,23.9,normal,250.3,19.3
-M.MUH.3.flt.null.spm.por.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,lognormal,180.3,0.15,normal,211.0,20.6,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.por.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.3,lognormal,168.1,0.14,lognormal,192.9,0.11,normal,203.0,17.5
-M.MUH.3.flt.null.spm.por.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.9,lognormal,136.8,0.13,normal,156.6,16.8,normal,166.4,16.1
-M.MUH.3.flt.null.spm.por.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,19.1,lognormal,141.2,0.13,normal,154.6,13.2,normal,156.8,13.3
-M.MUH.3.flt.null.spm.por.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.1,lognormal,148.5,0.13,lognormal,171.9,0.13,lognormal,179.3,0.1
-M.MUH.3.flt.null.spm.por.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.8,normal,159.7,18.5,normal,184.6,19.2,lognormal,194.9,0.1
-M.MUH.3.flt.null.spm.por.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.3,lognormal,168.1,0.14,lognormal,192.9,0.11,normal,203.0,17.5
-M.MUH.3.flt.null.spm.por.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.6,lognormal,136.7,0.13,normal,156.9,17.1,lognormal,167.6,0.11
-M.MUH.3.flt.null.spm.por.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,18.9,normal,140.3,16.2,normal,154.2,13.2,lognormal,156.9,0.09
-M.MUH.3.flt.null.spm.por.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.4,0.16,lognormal,148.3,0.13,lognormal,171.8,0.13,lognormal,181.4,0.1
-M.MUH.3.flt.null.spm.por.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.8,normal,159.7,18.5,normal,184.6,19.2,lognormal,194.9,0.1
-M.MUH.3.flt.null.spm.por.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,27.1,normal,186.1,24.8,normal,209.2,20.3,normal,213.1,17.5
-M.MUH.3.flt.null.spm.por.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,21.0,normal,157.3,19.3,normal,180.1,19.0,normal,183.3,18.4
-M.MUH.3.flt.null.spm.por.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,23.2,lognormal,153.2,0.17,lognormal,174.6,0.13,lognormal,179.4,0.12
-M.MUH.3.flt.null.spm.por.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,22.9,normal,169.7,22.3,normal,192.8,20.6,normal,195.9,19.2
-M.MUH.3.flt.null.spm.por.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,normal,180.1,23.8,normal,205.6,21.4,lognormal,209.7,0.1
-M.MUH.3.flt.null.spm.por.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,27.1,normal,186.1,24.8,normal,209.2,20.3,normal,213.1,17.5
-M.MUH.3.flt.null.spm.por.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,21.0,normal,157.7,19.5,lognormal,181.3,0.12,lognormal,185.4,0.12
-M.MUH.3.flt.null.spm.por.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.3,lognormal,153.0,0.16,lognormal,174.6,0.13,lognormal,179.4,0.12
-M.MUH.3.flt.null.spm.por.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.0,22.2,lognormal,170.0,0.15,lognormal,192.3,0.11,lognormal,197.0,0.11
-M.MUH.3.flt.null.spm.por.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.3,24.0,normal,180.1,23.8,normal,205.6,21.4,lognormal,209.7,0.1
-M.MUH.3.flt.null.spm.por.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,22.8,normal,120.5,22.1,lognormal,132.9,0.17,lognormal,250.0,0.1
-M.MUH.3.flt.null.spm.por.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.4,18.8,lognormal,116.2,0.18,normal,200.6,17.6
-M.MUH.3.flt.null.spm.por.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.0,normal,96.5,17.8,lognormal,107.2,0.18,normal,183.7,14.6
-M.MUH.3.flt.null.spm.por.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,21.2,normal,111.2,20.2,lognormal,123.4,0.18,normal,217.1,17.9
-M.MUH.3.flt.null.spm.por.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,21.8,normal,116.8,21.0,normal,128.5,19.8,normal,239.1,22.0
-M.MUH.3.flt.null.spm.por.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,22.8,normal,120.5,22.1,lognormal,132.9,0.17,lognormal,250.0,0.1
-M.MUH.3.flt.null.spm.por.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.4,18.6,lognormal,116.3,0.18,lognormal,201.3,0.1
-M.MUH.3.flt.null.spm.por.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,18.9,normal,96.5,17.8,lognormal,107.1,0.18,normal,183.5,14.5
-M.MUH.3.flt.null.spm.por.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,21.2,normal,111.2,20.2,lognormal,123.4,0.18,normal,217.1,17.9
-M.MUH.3.flt.null.spm.por.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,21.8,normal,116.8,21.0,normal,128.5,19.8,normal,239.1,22.0
-M.MUH.3.flt.null.spm.por.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,23.3,normal,120.2,22.1,lognormal,133.2,0.18,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.por.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,20.7,normal,104.9,19.3,lognormal,116.3,0.18,normal,242.6,25.6
-M.MUH.3.flt.null.spm.por.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.4,normal,96.5,18.1,lognormal,107.1,0.19,normal,216.8,16.4
-M.MUH.3.flt.null.spm.por.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,22.0,normal,111.2,20.5,lognormal,123.2,0.18,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.por.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,22.3,normal,116.8,21.1,normal,129.2,20.5,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.por.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,23.3,normal,120.2,22.1,lognormal,133.2,0.18,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.por.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.9,20.9,normal,104.9,19.4,normal,115.9,18.6,normal,228.3,18.6
-M.MUH.3.flt.null.spm.por.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,19.4,normal,96.8,18.1,lognormal,107.3,0.18,normal,217.0,15.3
-M.MUH.3.flt.null.spm.por.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,21.9,normal,111.3,20.5,lognormal,123.5,0.18,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.por.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,22.3,normal,116.8,21.1,normal,129.2,20.5,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.por.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.8,normal,120.4,22.3,lognormal,133.3,0.18,lognormal,202.7,0.1
-M.MUH.3.flt.null.spm.por.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,19.1,normal,104.0,18.5,lognormal,116.1,0.18,lognormal,167.4,0.11
-M.MUH.3.flt.null.spm.por.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,19.0,normal,96.6,18.0,normal,106.3,16.7,lognormal,158.1,0.1
-M.MUH.3.flt.null.spm.por.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.9,normal,110.8,20.3,lognormal,123.7,0.19,lognormal,182.6,0.11
-M.MUH.3.flt.null.spm.por.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,21.9,normal,116.8,20.8,normal,128.8,20.0,normal,195.7,18.1
-M.MUH.3.flt.null.spm.por.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.8,normal,120.4,22.3,lognormal,133.3,0.18,lognormal,202.7,0.1
-M.MUH.3.flt.null.spm.por.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,19.5,normal,104.7,19.0,lognormal,116.2,0.18,lognormal,165.8,0.1
-M.MUH.3.flt.null.spm.por.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,18.9,normal,96.5,17.8,lognormal,106.8,0.18,lognormal,158.0,0.1
-M.MUH.3.flt.null.spm.por.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,20.9,normal,110.9,20.2,lognormal,123.4,0.18,lognormal,182.2,0.11
-M.MUH.3.flt.null.spm.por.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,21.9,normal,116.8,20.8,normal,128.8,20.0,normal,195.7,18.1
-M.MUH.3.flt.null.spm.por.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,24.1,normal,120.9,22.6,normal,132.6,20.6,normal,212.9,17.7
-M.MUH.3.flt.null.spm.por.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.4,20.3,normal,104.5,18.9,lognormal,116.0,0.18,lognormal,183.1,0.11
-M.MUH.3.flt.null.spm.por.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.3,normal,96.6,18.0,lognormal,107.3,0.18,normal,179.0,18.9
-M.MUH.3.flt.null.spm.por.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,21.7,normal,111.0,20.2,lognormal,123.6,0.19,normal,195.4,17.6
-M.MUH.3.flt.null.spm.por.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,23.0,normal,117.5,21.8,normal,129.1,20.3,normal,208.3,18.4
-M.MUH.3.flt.null.spm.por.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,24.1,normal,120.9,22.6,normal,132.6,20.6,normal,212.9,17.7
-M.MUH.3.flt.null.spm.por.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,21.0,normal,105.2,19.5,lognormal,116.5,0.18,lognormal,183.2,0.11
-M.MUH.3.flt.null.spm.por.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.1,normal,96.3,17.9,lognormal,106.9,0.18,normal,178.6,19.0
-M.MUH.3.flt.null.spm.por.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,21.2,normal,110.7,20.0,lognormal,123.4,0.18,normal,197.1,19.0
-M.MUH.3.flt.null.spm.por.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,23.0,normal,117.5,21.8,normal,129.2,20.5,normal,208.1,18.2
-M.MUH.3.flt.null.spm.por.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.6,lognormal,169.1,0.14,normal,195.3,20.6,lognormal,250.0,0.12
-M.MUH.3.flt.null.spm.por.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.9,lognormal,136.9,0.13,lognormal,160.0,0.13,lognormal,201.6,0.09
-M.MUH.3.flt.null.spm.por.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.4,normal,141.2,17.1,normal,159.1,13.6,lognormal,184.3,0.09
-M.MUH.3.flt.null.spm.por.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.2,lognormal,149.5,0.14,lognormal,175.1,0.14,normal,214.3,16.8
-M.MUH.3.flt.null.spm.por.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,21.4,normal,160.1,18.7,lognormal,188.4,0.12,normal,247.5,26.6
-M.MUH.3.flt.null.spm.por.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.6,lognormal,169.1,0.14,normal,195.3,20.6,lognormal,250.0,0.12
-M.MUH.3.flt.null.spm.por.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.2,lognormal,136.7,0.13,normal,160.0,19.0,normal,200.3,16.8
-M.MUH.3.flt.null.spm.por.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.4,normal,141.3,17.2,normal,159.1,13.5,normal,184.1,15.1
-M.MUH.3.flt.null.spm.por.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,19.2,lognormal,149.5,0.14,lognormal,175.1,0.14,normal,214.3,16.8
-M.MUH.3.flt.null.spm.por.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,21.4,normal,160.1,18.7,lognormal,188.4,0.12,normal,247.5,26.6
-M.MUH.3.flt.null.spm.por.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.3,27.1,normal,184.5,24.2,lognormal,224.3,0.14,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.por.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,21.1,normal,158.1,20.2,normal,192.8,25.1,lognormal,250.0,0.13
-M.MUH.3.flt.null.spm.por.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,22.3,lognormal,152.8,0.17,lognormal,183.0,0.14,lognormal,225.9,0.1
-M.MUH.3.flt.null.spm.por.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.2,lognormal,170.4,0.15,normal,203.2,22.7,normal,250.0,20.0
-M.MUH.3.flt.null.spm.por.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,22.5,lognormal,178.8,0.14,normal,211.7,22.2,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.por.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.3,27.1,normal,184.5,24.2,lognormal,224.3,0.14,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.por.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,21.2,normal,158.3,20.2,normal,193.0,25.1,lognormal,250.0,0.13
-M.MUH.3.flt.null.spm.por.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.7,22.0,lognormal,152.1,0.16,lognormal,183.9,0.15,lognormal,216.8,0.08
-M.MUH.3.flt.null.spm.por.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.8,23.2,lognormal,170.4,0.15,normal,203.2,22.7,normal,250.0,20.0
-M.MUH.3.flt.null.spm.por.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.3,22.5,lognormal,178.8,0.14,normal,211.7,22.2,lognormal,250.0,0.06
-M.MUH.3.flt.null.spm.por.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,22.0,normal,166.2,18.8,lognormal,191.3,0.1,lognormal,203.1,0.1
-M.MUH.3.flt.null.spm.por.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,17.5,lognormal,136.8,0.13,normal,157.5,17.4,lognormal,167.3,0.11
-M.MUH.3.flt.null.spm.por.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,19.5,normal,140.8,16.5,normal,154.5,13.7,lognormal,157.5,0.1
-M.MUH.3.flt.null.spm.por.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.4,normal,148.8,18.4,lognormal,172.3,0.13,normal,179.6,15.7
-M.MUH.3.flt.null.spm.por.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.7,normal,159.9,18.5,lognormal,184.0,0.11,normal,194.5,17.6
-M.MUH.3.flt.null.spm.por.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,22.0,normal,166.2,18.8,lognormal,191.3,0.1,lognormal,203.1,0.1
-M.MUH.3.flt.null.spm.por.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.5,lognormal,137.9,0.14,normal,157.8,17.1,lognormal,166.3,0.1
-M.MUH.3.flt.null.spm.por.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,19.4,normal,140.3,16.4,normal,154.7,13.6,normal,157.6,14.4
-M.MUH.3.flt.null.spm.por.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.3,lognormal,148.6,0.13,lognormal,172.2,0.13,normal,179.9,15.7
-M.MUH.3.flt.null.spm.por.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.7,normal,159.9,18.5,lognormal,184.0,0.11,normal,194.5,17.6
-M.MUH.3.flt.null.spm.por.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.1,24.8,lognormal,186.7,0.15,lognormal,210.3,0.11,lognormal,216.1,0.1
-M.MUH.3.flt.null.spm.por.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,20.1,lognormal,158.0,0.14,normal,180.1,18.5,lognormal,184.1,0.11
-M.MUH.3.flt.null.spm.por.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,22.6,lognormal,153.2,0.17,lognormal,175.1,0.13,lognormal,179.8,0.12
-M.MUH.3.flt.null.spm.por.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,21.7,lognormal,169.5,0.14,normal,192.8,20.6,lognormal,198.2,0.11
-M.MUH.3.flt.null.spm.por.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,25.3,lognormal,179.7,0.15,lognormal,204.5,0.11,normal,208.2,19.4
-M.MUH.3.flt.null.spm.por.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.1,24.8,lognormal,186.7,0.15,lognormal,210.3,0.11,lognormal,216.1,0.1
-M.MUH.3.flt.null.spm.por.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,20.8,normal,157.9,19.4,normal,180.4,19.0,lognormal,183.9,0.11
-M.MUH.3.flt.null.spm.por.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.9,lognormal,153.1,0.16,lognormal,174.4,0.12,lognormal,179.1,0.12
-M.MUH.3.flt.null.spm.por.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.3,22.3,lognormal,168.5,0.14,lognormal,192.5,0.11,lognormal,197.6,0.11
-M.MUH.3.flt.null.spm.por.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.6,25.3,lognormal,179.7,0.15,lognormal,204.5,0.11,normal,208.2,19.4
-M.MUH.3.gab.0.null.null.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.9,16.6,normal,161.2,14.9,lognormal,194.9,0.1
-M.MUH.3.gab.0.null.null.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.8,normal,122.2,13.2,normal,139.3,13.7,normal,170.4,16.6
-M.MUH.3.gab.0.null.null.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,116.6,13.4,normal,131.2,12.8,lognormal,159.1,0.1
-M.MUH.3.gab.0.null.null.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.4,normal,130.5,14.6,normal,148.5,14.5,lognormal,182.6,0.11
-M.MUH.3.gab.0.null.null.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.6,lognormal,138.2,0.12,normal,156.5,14.8,normal,190.8,18.2
-M.MUH.3.gab.0.null.null.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.9,16.6,normal,161.2,14.9,lognormal,194.9,0.1
-M.MUH.3.gab.0.null.null.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,normal,122.2,13.1,normal,139.2,13.6,lognormal,170.8,0.1
-M.MUH.3.gab.0.null.null.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.9,0.15,lognormal,117.3,0.13,normal,131.7,13.1,lognormal,159.3,0.1
-M.MUH.3.gab.0.null.null.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,14.5,normal,130.7,14.7,normal,148.5,14.5,lognormal,182.4,0.11
-M.MUH.3.gab.0.null.null.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.6,lognormal,138.2,0.12,normal,156.5,14.8,normal,190.8,18.2
-M.MUH.3.gab.0.null.null.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.2,0.15,lognormal,143.7,0.13,normal,164.0,17.3,lognormal,200.0,0.11
-M.MUH.3.gab.0.null.null.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,14.8,normal,126.7,15.4,lognormal,143.9,0.11,normal,176.9,18.5
-M.MUH.3.gab.0.null.null.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,13.9,normal,118.3,14.7,lognormal,135.3,0.12,lognormal,165.2,0.11
-M.MUH.3.gab.0.null.null.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.6,lognormal,134.1,0.13,lognormal,153.2,0.12,lognormal,186.9,0.12
-M.MUH.3.gab.0.null.null.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.0,0.15,normal,140.4,17.2,normal,159.8,16.9,normal,195.1,19.9
-M.MUH.3.gab.0.null.null.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,lognormal,144.0,0.13,normal,163.7,16.8,lognormal,198.6,0.11
-M.MUH.3.gab.0.null.null.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,126.4,15.3,normal,144.4,15.5,lognormal,178.3,0.12
-M.MUH.3.gab.0.null.null.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,14.1,lognormal,118.1,0.13,lognormal,135.4,0.12,normal,165.7,17.0
-M.MUH.3.gab.0.null.null.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.5,normal,134.0,16.6,normal,152.6,16.4,lognormal,186.0,0.11
-M.MUH.3.gab.0.null.null.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.15,normal,140.1,16.5,lognormal,160.0,0.11,lognormal,195.4,0.12
-M.MUH.3.gab.0.null.null.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,141.6,15.7,normal,161.6,15.5,normal,175.8,14.5
-M.MUH.3.gab.0.null.null.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.8,lognormal,123.0,0.12,normal,138.0,12.6,normal,148.9,13.2
-M.MUH.3.gab.0.null.null.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.5,0.15,normal,116.7,13.5,normal,131.1,12.4,lognormal,141.3,0.09
-M.MUH.3.gab.0.null.null.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.9,lognormal,130.6,0.12,lognormal,147.9,0.1,normal,159.5,13.3
-M.MUH.3.gab.0.null.null.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,15.7,lognormal,138.0,0.12,lognormal,155.8,0.1,normal,170.7,15.2
-M.MUH.3.gab.0.null.null.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,normal,142.3,16.1,lognormal,161.1,0.1,lognormal,177.2,0.09
-M.MUH.3.gab.0.null.null.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.3,0.14,normal,122.7,13.5,lognormal,138.3,0.1,lognormal,149.5,0.1
-M.MUH.3.gab.0.null.null.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,116.8,13.5,normal,131.6,12.9,normal,140.9,11.3
-M.MUH.3.gab.0.null.null.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.8,normal,130.4,14.2,lognormal,147.9,0.1,normal,159.1,13.0
-M.MUH.3.gab.0.null.null.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,15.8,lognormal,138.1,0.12,lognormal,156.1,0.1,lognormal,171.2,0.1
-M.MUH.3.gab.0.null.null.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.2,normal,143.1,16.8,lognormal,164.3,0.11,lognormal,184.4,0.11
-M.MUH.3.gab.0.null.null.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.9,normal,127.1,15.6,lognormal,143.7,0.11,lognormal,159.1,0.1
-M.MUH.3.gab.0.null.null.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,14.2,lognormal,118.5,0.14,lognormal,135.3,0.12,lognormal,152.2,0.11
-M.MUH.3.gab.0.null.null.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.4,0.15,lognormal,133.5,0.13,normal,151.9,15.9,lognormal,168.5,0.1
-M.MUH.3.gab.0.null.null.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,lognormal,140.4,0.13,normal,160.2,16.7,lognormal,177.8,0.1
-M.MUH.3.gab.0.null.null.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,143.0,16.7,lognormal,164.2,0.11,normal,184.2,18.0
-M.MUH.3.gab.0.null.null.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,14.7,lognormal,127.5,0.14,lognormal,143.8,0.11,lognormal,159.1,0.09
-M.MUH.3.gab.0.null.null.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,14.0,lognormal,118.3,0.14,lognormal,135.2,0.12,normal,151.4,14.7
-M.MUH.3.gab.0.null.null.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.5,lognormal,134.2,0.14,lognormal,151.9,0.11,normal,168.3,15.1
-M.MUH.3.gab.0.null.null.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,normal,140.4,17.1,normal,159.8,16.3,lognormal,177.9,0.1
-M.MUH.3.gab.0.null.null.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.8,normal,161.2,18.1,lognormal,184.9,0.1,normal,218.2,15.2
-M.MUH.3.gab.0.null.null.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.5,lognormal,134.1,0.12,normal,154.1,16.5,normal,185.9,16.6
-M.MUH.3.gab.0.null.null.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,14.9,normal,134.2,14.1,lognormal,150.8,0.09,lognormal,169.0,0.08
-M.MUH.3.gab.0.null.null.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,15.3,lognormal,144.8,0.13,lognormal,166.0,0.11,normal,195.4,13.1
-M.MUH.3.gab.0.null.null.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.7,0.13,normal,155.8,17.6,normal,178.0,17.0,normal,208.3,14.5
-M.MUH.3.gab.0.null.null.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.3,lognormal,162.6,0.12,lognormal,187.4,0.11,lognormal,225.0,0.1
-M.MUH.3.gab.0.null.null.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,134.1,0.13,normal,154.1,15.9,lognormal,183.4,0.08
-M.MUH.3.gab.0.null.null.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.2,normal,134.3,14.0,normal,150.7,13.2,lognormal,170.2,0.08
-M.MUH.3.gab.0.null.null.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,14.8,lognormal,144.9,0.13,lognormal,167.8,0.12,normal,198.2,15.5
-M.MUH.3.gab.0.null.null.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,155.6,17.9,normal,178.7,17.2,lognormal,209.6,0.08
-M.MUH.3.gab.0.null.null.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,176.3,22.5,lognormal,210.1,0.13,normal,250.3,19.3
-M.MUH.3.gab.0.null.null.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,152.5,18.1,normal,180.6,20.0,normal,205.2,16.3
-M.MUH.3.gab.0.null.null.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.3,lognormal,145.4,0.15,normal,174.3,21.1,lognormal,196.9,0.09
-M.MUH.3.gab.0.null.null.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.15,normal,162.1,19.9,normal,191.3,20.5,normal,216.7,17.0
-M.MUH.3.gab.0.null.null.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,lognormal,171.4,0.14,normal,201.9,21.9,lognormal,230.0,0.07
-M.MUH.3.gab.0.null.null.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,176.3,22.5,lognormal,210.1,0.13,normal,250.3,19.3
-M.MUH.3.gab.0.null.null.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.5,normal,152.4,17.8,normal,180.8,19.5,normal,204.6,16.3
-M.MUH.3.gab.0.null.null.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.1,normal,146.4,19.9,normal,174.4,21.5,normal,197.5,16.0
-M.MUH.3.gab.0.null.null.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,161.0,19.2,normal,192.2,21.9,normal,215.1,16.0
-M.MUH.3.gab.0.null.null.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,170.4,21.3,normal,202.3,22.0,normal,235.8,18.3
-M.MUH.3.gab.0.null.null.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,16.8,normal,160.3,16.7,normal,174.0,14.5,lognormal,176.8,0.09
-M.MUH.3.gab.0.null.null.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.2,lognormal,133.8,0.12,lognormal,146.5,0.1,normal,149.5,13.4
-M.MUH.3.gab.0.null.null.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,15.1,normal,133.5,13.7,normal,140.7,11.4,normal,141.2,11.3
-M.MUH.3.gab.0.null.null.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.7,lognormal,144.1,0.12,lognormal,156.4,0.09,lognormal,159.1,0.09
-M.MUH.3.gab.0.null.null.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.4,lognormal,154.1,0.11,lognormal,168.0,0.09,lognormal,170.5,0.09
-M.MUH.3.gab.0.null.null.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.8,0.14,normal,160.5,16.7,lognormal,174.1,0.09,normal,176.3,15.5
-M.MUH.3.gab.0.null.null.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.6,lognormal,133.9,0.12,lognormal,146.6,0.1,lognormal,149.8,0.1
-M.MUH.3.gab.0.null.null.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.8,normal,133.9,13.8,normal,140.8,11.5,normal,141.4,11.5
-M.MUH.3.gab.0.null.null.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.5,lognormal,144.1,0.12,normal,156.9,13.6,lognormal,160.0,0.09
-M.MUH.3.gab.0.null.null.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.9,0.14,normal,154.6,17.0,lognormal,168.3,0.09,lognormal,170.7,0.09
-M.MUH.3.gab.0.null.null.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,171.6,19.1,lognormal,182.5,0.1,lognormal,184.4,0.1
-M.MUH.3.gab.0.null.null.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.5,normal,149.0,15.7,lognormal,157.5,0.09,lognormal,158.6,0.09
-M.MUH.3.gab.0.null.null.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,15.4,normal,141.8,16.6,lognormal,150.1,0.1,normal,151.4,14.7
-M.MUH.3.gab.0.null.null.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.15,normal,158.2,17.3,lognormal,168.2,0.1,lognormal,169.6,0.1
-M.MUH.3.gab.0.null.null.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,18.6,normal,167.2,18.6,lognormal,175.9,0.09,normal,177.9,15.8
-M.MUH.3.gab.0.null.null.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.15,normal,172.5,19.5,lognormal,182.7,0.1,lognormal,184.4,0.1
-M.MUH.3.gab.0.null.null.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,149.5,16.6,lognormal,157.5,0.09,lognormal,158.4,0.09
-M.MUH.3.gab.0.null.null.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.1,0.15,normal,141.6,16.3,lognormal,150.4,0.11,lognormal,152.5,0.11
-M.MUH.3.gab.0.null.null.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.0,0.15,normal,158.9,18.0,lognormal,167.8,0.1,lognormal,169.3,0.1
-M.MUH.3.gab.0.null.null.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.3,normal,166.9,18.0,lognormal,175.7,0.09,lognormal,177.8,0.09
-M.MUH.3.gab.0.null.null.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,150.5,18.8,normal,176.6,18.5,normal,215.1,14.0
-M.MUH.3.gab.0.null.null.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.8,normal,127.2,14.6,lognormal,150.5,0.12,lognormal,184.6,0.09
-M.MUH.3.gab.0.null.null.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.16,normal,125.0,16.2,normal,145.3,14.8,lognormal,169.6,0.08
-M.MUH.3.gab.0.null.null.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.8,lognormal,136.6,0.13,normal,159.9,16.2,normal,196.1,14.2
-M.MUH.3.gab.0.null.null.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.8,normal,145.4,17.4,lognormal,171.7,0.12,normal,213.2,16.7
-M.MUH.3.gab.0.null.null.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,150.5,18.8,normal,176.6,18.5,normal,215.1,14.0
-M.MUH.3.gab.0.null.null.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.6,normal,127.1,14.7,normal,149.1,15.8,normal,185.1,16.3
-M.MUH.3.gab.0.null.null.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.0,0.16,normal,124.8,16.0,normal,145.6,15.3,normal,169.7,13.5
-M.MUH.3.gab.0.null.null.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.8,lognormal,136.6,0.13,normal,159.9,16.2,normal,196.1,14.2
-M.MUH.3.gab.0.null.null.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.8,normal,145.4,17.5,lognormal,172.1,0.12,normal,211.5,15.1
-M.MUH.3.gab.0.null.null.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,lognormal,155.5,0.16,normal,184.9,22.2,normal,249.2,22.1
-M.MUH.3.gab.0.null.null.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,normal,136.9,18.9,normal,164.2,21.0,normal,205.0,17.7
-M.MUH.3.gab.0.null.null.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.16,normal,126.9,17.5,lognormal,153.3,0.14,normal,195.6,16.0
-M.MUH.3.gab.0.null.null.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.6,lognormal,143.9,0.15,lognormal,173.4,0.14,lognormal,214.8,0.08
-M.MUH.3.gab.0.null.null.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.16,normal,149.7,19.5,lognormal,180.8,0.14,normal,234.9,20.1
-M.MUH.3.gab.0.null.null.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,lognormal,155.5,0.16,normal,184.9,22.2,normal,249.3,21.9
-M.MUH.3.gab.0.null.null.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,135.9,17.8,normal,163.4,20.4,normal,205.0,17.6
-M.MUH.3.gab.0.null.null.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.16,normal,127.0,17.5,normal,153.6,20.1,lognormal,196.2,0.09
-M.MUH.3.gab.0.null.null.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.6,normal,143.6,19.3,lognormal,173.1,0.14,normal,218.0,17.6
-M.MUH.3.gab.0.null.null.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.16,normal,149.8,19.7,lognormal,180.5,0.14,normal,234.8,20.4
-M.MUH.3.gab.0.null.null.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.7,normal,150.4,18.1,lognormal,171.0,0.1,lognormal,176.8,0.09
-M.MUH.3.gab.0.null.null.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.6,normal,127.7,15.0,normal,144.9,13.9,lognormal,149.6,0.09
-M.MUH.3.gab.0.null.null.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.8,0.15,normal,124.4,15.7,normal,138.2,12.1,normal,141.0,11.4
-M.MUH.3.gab.0.null.null.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,14.6,normal,135.9,15.9,lognormal,155.0,0.1,lognormal,159.8,0.09
-M.MUH.3.gab.0.null.null.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,16.0,normal,145.2,17.5,lognormal,164.3,0.1,normal,170.4,15.0
-M.MUH.3.gab.0.null.null.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.15,normal,150.9,18.7,lognormal,171.4,0.11,normal,177.7,15.5
-M.MUH.3.gab.0.null.null.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.1,normal,127.6,15.0,lognormal,144.6,0.1,lognormal,149.9,0.1
-M.MUH.3.gab.0.null.null.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,13.9,normal,124.6,15.9,normal,138.2,12.4,lognormal,141.3,0.09
-M.MUH.3.gab.0.null.null.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.7,normal,136.3,16.1,normal,154.3,13.8,normal,158.8,12.9
-M.MUH.3.gab.0.null.null.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.6,0.15,normal,145.5,17.5,lognormal,165.3,0.1,lognormal,171.0,0.09
-M.MUH.3.gab.0.null.null.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,16.9,normal,154.7,21.1,normal,176.1,18.1,lognormal,184.6,0.1
-M.MUH.3.gab.0.null.null.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.1,normal,136.0,18.2,normal,153.9,15.3,lognormal,159.7,0.1
-M.MUH.3.gab.0.null.null.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,normal,127.2,17.7,normal,145.2,15.5,lognormal,152.8,0.11
-M.MUH.3.gab.0.null.null.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.9,lognormal,144.4,0.15,normal,162.2,16.0,lognormal,169.7,0.1
-M.MUH.3.gab.0.null.null.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,normal,150.5,20.0,normal,171.9,18.3,lognormal,179.0,0.1
-M.MUH.3.gab.0.null.null.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,17.0,normal,153.7,20.2,normal,175.4,17.8,lognormal,184.4,0.11
-M.MUH.3.gab.0.null.null.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.3,normal,135.7,18.0,normal,154.3,15.5,lognormal,159.6,0.1
-M.MUH.3.gab.0.null.null.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.5,0.16,normal,127.0,17.8,lognormal,145.4,0.12,lognormal,152.5,0.11
-M.MUH.3.gab.0.null.null.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,143.3,0.15,normal,162.1,15.4,lognormal,169.7,0.1
-M.MUH.3.gab.0.null.null.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.15,normal,150.4,20.2,normal,170.7,16.7,lognormal,178.1,0.1
-M.MUH.3.gab.0.null.null.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.5,normal,160.8,17.0,lognormal,186.4,0.1,normal,217.1,15.0
-M.MUH.3.gab.0.null.null.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,134.2,0.13,normal,154.4,16.5,lognormal,184.2,0.09
-M.MUH.3.gab.0.null.null.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,14.8,normal,134.1,14.2,normal,150.9,13.3,lognormal,170.1,0.09
-M.MUH.3.gab.0.null.null.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,lognormal,144.5,0.12,lognormal,168.0,0.12,normal,198.2,16.1
-M.MUH.3.gab.0.null.null.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.6,lognormal,155.9,0.12,normal,179.4,18.4,normal,210.3,13.9
-M.MUH.3.gab.0.null.null.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.5,normal,160.8,17.0,lognormal,186.4,0.1,normal,217.1,15.0
-M.MUH.3.gab.0.null.null.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,14.6,lognormal,133.8,0.12,normal,153.7,16.2,normal,183.6,14.4
-M.MUH.3.gab.0.null.null.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.9,normal,134.4,14.2,normal,151.0,13.2,normal,169.4,13.6
-M.MUH.3.gab.0.null.null.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,14.9,lognormal,145.1,0.13,lognormal,168.3,0.12,normal,198.6,16.2
-M.MUH.3.gab.0.null.null.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.6,lognormal,155.9,0.12,normal,179.4,18.4,normal,210.3,13.9
-M.MUH.3.gab.0.null.null.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,18.6,normal,176.9,23.2,normal,210.5,25.7,lognormal,250.0,0.1
-M.MUH.3.gab.0.null.null.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.3,normal,152.0,17.9,normal,182.0,20.3,lognormal,206.6,0.1
-M.MUH.3.gab.0.null.null.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.0,0.15,normal,145.2,18.6,normal,174.7,21.5,normal,195.8,15.5
-M.MUH.3.gab.0.null.null.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,17.3,normal,161.2,18.8,normal,192.5,19.9,normal,219.5,18.6
-M.MUH.3.gab.0.null.null.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,171.6,21.5,lognormal,203.9,0.12,normal,235.5,19.0
-M.MUH.3.gab.0.null.null.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,18.7,lognormal,178.0,0.15,normal,210.5,25.7,lognormal,250.0,0.1
-M.MUH.3.gab.0.null.null.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,153.1,18.7,normal,180.9,19.2,lognormal,206.1,0.09
-M.MUH.3.gab.0.null.null.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.5,0.15,normal,145.4,19.0,normal,175.5,21.2,normal,195.4,15.5
-M.MUH.3.gab.0.null.null.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,17.2,normal,162.1,19.6,normal,193.3,21.4,normal,217.9,18.1
-M.MUH.3.gab.0.null.null.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,171.6,21.5,lognormal,203.9,0.12,normal,235.5,19.0
-M.MUH.3.gab.0.null.null.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,16.5,normal,160.3,16.9,lognormal,173.8,0.09,lognormal,176.2,0.09
-M.MUH.3.gab.0.null.null.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,14.5,lognormal,134.3,0.13,normal,146.6,13.4,normal,149.3,13.4
-M.MUH.3.gab.0.null.null.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.9,normal,133.5,13.7,lognormal,140.9,0.09,lognormal,141.6,0.09
-M.MUH.3.gab.0.null.null.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,15.4,normal,144.6,16.6,normal,156.7,13.5,lognormal,159.6,0.09
-M.MUH.3.gab.0.null.null.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,15.8,normal,155.3,17.3,normal,168.6,14.8,lognormal,171.4,0.09
-M.MUH.3.gab.0.null.null.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,16.5,normal,160.3,16.9,lognormal,173.7,0.09,lognormal,176.1,0.09
-M.MUH.3.gab.0.null.null.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.4,lognormal,134.1,0.12,lognormal,146.7,0.1,lognormal,149.6,0.1
-M.MUH.3.gab.0.null.null.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.0,normal,133.6,13.9,lognormal,141.1,0.09,lognormal,141.9,0.09
-M.MUH.3.gab.0.null.null.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,lognormal,144.6,0.12,normal,156.1,12.8,lognormal,159.1,0.09
-M.MUH.3.gab.0.null.null.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,16.1,normal,155.0,17.3,normal,168.4,15.0,normal,171.2,15.2
-M.MUH.3.gab.0.null.null.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,19.0,normal,171.4,19.1,lognormal,180.9,0.09,lognormal,183.3,0.1
-M.MUH.3.gab.0.null.null.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,149.6,16.1,lognormal,157.6,0.09,lognormal,158.7,0.09
-M.MUH.3.gab.0.null.null.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,15.4,normal,141.4,16.2,lognormal,150.0,0.1,normal,151.3,14.8
-M.MUH.3.gab.0.null.null.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,158.9,17.8,lognormal,167.1,0.09,lognormal,168.3,0.09
-M.MUH.3.gab.0.null.null.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.5,0.15,normal,167.0,18.3,lognormal,175.5,0.09,lognormal,178.0,0.1
-M.MUH.3.gab.0.null.null.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,19.0,normal,171.4,19.1,lognormal,180.9,0.09,lognormal,183.3,0.1
-M.MUH.3.gab.0.null.null.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.6,normal,149.1,16.1,lognormal,157.9,0.09,lognormal,159.1,0.09
-M.MUH.3.gab.0.null.null.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.9,0.15,normal,141.9,16.7,lognormal,150.4,0.1,lognormal,152.3,0.11
-M.MUH.3.gab.0.null.null.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.8,0.15,normal,159.0,17.3,lognormal,167.7,0.09,normal,169.0,15.0
-M.MUH.3.gab.0.null.null.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.5,0.15,normal,167.2,18.1,lognormal,175.7,0.09,lognormal,178.0,0.1
-M.MUH.3.gab.1.null.null.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.9,16.6,normal,161.2,14.9,lognormal,194.9,0.1
-M.MUH.3.gab.1.null.null.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.8,normal,122.2,13.2,normal,139.3,13.7,normal,170.4,16.6
-M.MUH.3.gab.1.null.null.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,116.6,13.4,normal,131.2,12.8,lognormal,159.1,0.1
-M.MUH.3.gab.1.null.null.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.4,normal,130.5,14.6,normal,148.5,14.5,lognormal,182.6,0.11
-M.MUH.3.gab.1.null.null.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.6,lognormal,138.2,0.12,normal,156.5,14.8,normal,190.8,18.2
-M.MUH.3.gab.1.null.null.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.9,16.6,normal,161.2,14.9,lognormal,194.9,0.1
-M.MUH.3.gab.1.null.null.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,normal,122.2,13.1,normal,139.2,13.6,lognormal,170.8,0.1
-M.MUH.3.gab.1.null.null.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.9,0.15,lognormal,117.3,0.13,normal,131.7,13.1,lognormal,159.3,0.1
-M.MUH.3.gab.1.null.null.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,14.5,normal,130.7,14.7,normal,148.5,14.5,lognormal,182.4,0.11
-M.MUH.3.gab.1.null.null.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.6,lognormal,138.2,0.12,normal,156.5,14.8,normal,190.8,18.2
-M.MUH.3.gab.1.null.null.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.2,0.15,lognormal,143.7,0.13,normal,164.0,17.3,lognormal,200.0,0.11
-M.MUH.3.gab.1.null.null.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,14.8,normal,126.7,15.4,lognormal,143.9,0.11,normal,176.9,18.5
-M.MUH.3.gab.1.null.null.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,13.9,normal,118.3,14.7,lognormal,135.3,0.12,lognormal,165.2,0.11
-M.MUH.3.gab.1.null.null.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.6,lognormal,134.1,0.13,lognormal,153.2,0.12,lognormal,186.9,0.12
-M.MUH.3.gab.1.null.null.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.0,0.15,normal,140.4,17.2,normal,159.8,16.9,normal,195.1,19.9
-M.MUH.3.gab.1.null.null.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,lognormal,144.0,0.13,normal,163.7,16.8,lognormal,198.6,0.11
-M.MUH.3.gab.1.null.null.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,126.4,15.3,normal,144.4,15.5,lognormal,178.3,0.12
-M.MUH.3.gab.1.null.null.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,14.1,lognormal,118.1,0.13,lognormal,135.4,0.12,normal,165.7,17.0
-M.MUH.3.gab.1.null.null.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.5,normal,134.0,16.6,normal,152.6,16.4,lognormal,186.0,0.11
-M.MUH.3.gab.1.null.null.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.15,normal,140.1,16.5,lognormal,160.0,0.11,lognormal,195.4,0.12
-M.MUH.3.gab.1.null.null.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,141.6,15.7,normal,161.6,15.5,normal,175.8,14.5
-M.MUH.3.gab.1.null.null.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.8,lognormal,123.0,0.12,normal,138.0,12.6,normal,148.9,13.2
-M.MUH.3.gab.1.null.null.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.5,0.15,normal,116.7,13.5,normal,131.1,12.4,lognormal,141.3,0.09
-M.MUH.3.gab.1.null.null.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.9,lognormal,130.6,0.12,lognormal,147.9,0.1,normal,159.5,13.3
-M.MUH.3.gab.1.null.null.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,15.7,lognormal,138.0,0.12,lognormal,155.8,0.1,normal,170.7,15.2
-M.MUH.3.gab.1.null.null.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,normal,142.3,16.1,lognormal,161.1,0.1,lognormal,177.2,0.09
-M.MUH.3.gab.1.null.null.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.3,0.14,normal,122.7,13.5,lognormal,138.3,0.1,lognormal,149.5,0.1
-M.MUH.3.gab.1.null.null.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,116.8,13.5,normal,131.6,12.9,normal,140.9,11.3
-M.MUH.3.gab.1.null.null.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.8,normal,130.4,14.2,lognormal,147.9,0.1,normal,159.1,13.0
-M.MUH.3.gab.1.null.null.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,15.8,lognormal,138.1,0.12,lognormal,156.1,0.1,lognormal,171.2,0.1
-M.MUH.3.gab.1.null.null.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.2,normal,143.1,16.8,lognormal,164.3,0.11,lognormal,184.4,0.11
-M.MUH.3.gab.1.null.null.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.9,normal,127.1,15.6,lognormal,143.7,0.11,lognormal,159.1,0.1
-M.MUH.3.gab.1.null.null.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,14.2,lognormal,118.5,0.14,lognormal,135.3,0.12,lognormal,152.2,0.11
-M.MUH.3.gab.1.null.null.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.4,0.15,lognormal,133.5,0.13,normal,151.9,15.9,lognormal,168.5,0.1
-M.MUH.3.gab.1.null.null.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,lognormal,140.4,0.13,normal,160.2,16.7,lognormal,177.8,0.1
-M.MUH.3.gab.1.null.null.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,143.0,16.7,lognormal,164.2,0.11,normal,184.2,18.0
-M.MUH.3.gab.1.null.null.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,14.7,lognormal,127.5,0.14,lognormal,143.8,0.11,lognormal,159.1,0.09
-M.MUH.3.gab.1.null.null.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,14.0,lognormal,118.3,0.14,lognormal,135.2,0.12,normal,151.4,14.7
-M.MUH.3.gab.1.null.null.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.5,lognormal,134.2,0.14,lognormal,151.9,0.11,normal,168.3,15.1
-M.MUH.3.gab.1.null.null.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,normal,140.4,17.1,normal,159.8,16.3,lognormal,177.9,0.1
-M.MUH.3.gab.1.null.null.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.8,normal,161.2,18.1,lognormal,184.9,0.1,normal,218.2,15.2
-M.MUH.3.gab.1.null.null.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.5,lognormal,134.1,0.12,normal,154.1,16.5,normal,185.9,16.6
-M.MUH.3.gab.1.null.null.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,14.9,normal,134.2,14.1,lognormal,150.8,0.09,lognormal,169.0,0.08
-M.MUH.3.gab.1.null.null.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,15.3,lognormal,144.8,0.13,lognormal,166.0,0.11,normal,195.4,13.1
-M.MUH.3.gab.1.null.null.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.7,0.13,normal,155.8,17.6,normal,178.0,17.0,normal,208.3,14.5
-M.MUH.3.gab.1.null.null.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.3,lognormal,162.6,0.12,lognormal,187.4,0.11,lognormal,225.0,0.1
-M.MUH.3.gab.1.null.null.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,134.1,0.13,normal,154.1,15.9,lognormal,183.4,0.08
-M.MUH.3.gab.1.null.null.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.2,normal,134.3,14.0,normal,150.7,13.2,lognormal,170.2,0.08
-M.MUH.3.gab.1.null.null.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,14.8,lognormal,144.9,0.13,lognormal,167.8,0.12,normal,198.2,15.5
-M.MUH.3.gab.1.null.null.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,155.6,17.9,normal,178.7,17.2,lognormal,209.6,0.08
-M.MUH.3.gab.1.null.null.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,176.3,22.5,lognormal,210.1,0.13,normal,250.3,19.3
-M.MUH.3.gab.1.null.null.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,152.5,18.1,normal,180.6,20.0,normal,205.2,16.3
-M.MUH.3.gab.1.null.null.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.3,lognormal,145.4,0.15,normal,174.3,21.1,lognormal,196.9,0.09
-M.MUH.3.gab.1.null.null.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.15,normal,162.1,19.9,normal,191.3,20.5,normal,216.7,17.0
-M.MUH.3.gab.1.null.null.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,lognormal,171.4,0.14,normal,201.9,21.9,lognormal,230.0,0.07
-M.MUH.3.gab.1.null.null.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,176.3,22.5,lognormal,210.1,0.13,normal,250.3,19.3
-M.MUH.3.gab.1.null.null.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.5,normal,152.4,17.8,normal,180.8,19.5,normal,204.6,16.3
-M.MUH.3.gab.1.null.null.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.1,normal,146.4,19.9,normal,174.4,21.5,normal,197.5,16.0
-M.MUH.3.gab.1.null.null.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,161.0,19.2,normal,192.2,21.9,normal,215.1,16.0
-M.MUH.3.gab.1.null.null.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,170.4,21.3,normal,202.3,22.0,normal,235.8,18.3
-M.MUH.3.gab.1.null.null.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,16.8,normal,160.3,16.7,normal,174.0,14.5,lognormal,176.8,0.09
-M.MUH.3.gab.1.null.null.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.2,lognormal,133.8,0.12,lognormal,146.5,0.1,normal,149.5,13.4
-M.MUH.3.gab.1.null.null.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,15.1,normal,133.5,13.7,normal,140.7,11.4,normal,141.2,11.3
-M.MUH.3.gab.1.null.null.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.7,lognormal,144.1,0.12,lognormal,156.4,0.09,lognormal,159.1,0.09
-M.MUH.3.gab.1.null.null.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.4,lognormal,154.1,0.11,lognormal,168.0,0.09,lognormal,170.5,0.09
-M.MUH.3.gab.1.null.null.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.8,0.14,normal,160.5,16.7,lognormal,174.1,0.09,normal,176.3,15.5
-M.MUH.3.gab.1.null.null.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.6,lognormal,133.9,0.12,lognormal,146.6,0.1,lognormal,149.8,0.1
-M.MUH.3.gab.1.null.null.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.8,normal,133.9,13.8,normal,140.8,11.5,normal,141.4,11.5
-M.MUH.3.gab.1.null.null.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.5,lognormal,144.1,0.12,normal,156.9,13.6,lognormal,160.0,0.09
-M.MUH.3.gab.1.null.null.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.9,0.14,normal,154.6,17.0,lognormal,168.3,0.09,lognormal,170.7,0.09
-M.MUH.3.gab.1.null.null.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,171.6,19.1,lognormal,182.5,0.1,lognormal,184.4,0.1
-M.MUH.3.gab.1.null.null.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.5,normal,149.0,15.7,lognormal,157.5,0.09,lognormal,158.6,0.09
-M.MUH.3.gab.1.null.null.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,15.4,normal,141.8,16.6,lognormal,150.1,0.1,normal,151.4,14.7
-M.MUH.3.gab.1.null.null.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.15,normal,158.2,17.3,lognormal,168.2,0.1,lognormal,169.6,0.1
-M.MUH.3.gab.1.null.null.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,18.6,normal,167.2,18.6,lognormal,175.9,0.09,normal,177.9,15.8
-M.MUH.3.gab.1.null.null.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.15,normal,172.5,19.5,lognormal,182.7,0.1,lognormal,184.4,0.1
-M.MUH.3.gab.1.null.null.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,149.5,16.6,lognormal,157.5,0.09,lognormal,158.4,0.09
-M.MUH.3.gab.1.null.null.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.1,0.15,normal,141.6,16.3,lognormal,150.4,0.11,lognormal,152.5,0.11
-M.MUH.3.gab.1.null.null.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.0,0.15,normal,158.9,18.0,lognormal,167.8,0.1,lognormal,169.3,0.1
-M.MUH.3.gab.1.null.null.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.3,normal,166.9,18.0,lognormal,175.7,0.09,lognormal,177.8,0.09
-M.MUH.3.gab.1.null.null.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,150.5,18.8,normal,176.6,18.5,normal,215.1,14.0
-M.MUH.3.gab.1.null.null.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.8,normal,127.2,14.6,lognormal,150.5,0.12,lognormal,184.6,0.09
-M.MUH.3.gab.1.null.null.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.16,normal,125.0,16.2,normal,145.3,14.8,lognormal,169.6,0.08
-M.MUH.3.gab.1.null.null.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.8,lognormal,136.6,0.13,normal,159.9,16.2,normal,196.1,14.2
-M.MUH.3.gab.1.null.null.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.8,normal,145.4,17.4,lognormal,171.7,0.12,normal,213.2,16.7
-M.MUH.3.gab.1.null.null.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,150.5,18.8,normal,176.6,18.5,normal,215.1,14.0
-M.MUH.3.gab.1.null.null.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.6,normal,127.1,14.7,normal,149.1,15.8,normal,185.1,16.3
-M.MUH.3.gab.1.null.null.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.0,0.16,normal,124.8,16.0,normal,145.6,15.3,normal,169.7,13.5
-M.MUH.3.gab.1.null.null.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.8,lognormal,136.6,0.13,normal,159.9,16.2,normal,196.1,14.2
-M.MUH.3.gab.1.null.null.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.8,normal,145.4,17.5,lognormal,172.1,0.12,normal,211.5,15.1
-M.MUH.3.gab.1.null.null.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,lognormal,155.5,0.16,normal,184.9,22.2,normal,249.2,22.1
-M.MUH.3.gab.1.null.null.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,normal,136.9,18.9,normal,164.2,21.0,normal,205.0,17.7
-M.MUH.3.gab.1.null.null.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.16,normal,126.9,17.5,lognormal,153.3,0.14,normal,195.6,16.0
-M.MUH.3.gab.1.null.null.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.6,lognormal,143.9,0.15,lognormal,173.4,0.14,lognormal,214.8,0.08
-M.MUH.3.gab.1.null.null.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.16,normal,149.7,19.5,lognormal,180.8,0.14,normal,234.9,20.1
-M.MUH.3.gab.1.null.null.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,lognormal,155.5,0.16,normal,184.9,22.2,normal,249.3,21.9
-M.MUH.3.gab.1.null.null.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,135.9,17.8,normal,163.4,20.4,normal,205.0,17.6
-M.MUH.3.gab.1.null.null.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.16,normal,127.0,17.5,normal,153.6,20.1,lognormal,196.2,0.09
-M.MUH.3.gab.1.null.null.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.6,normal,143.6,19.3,lognormal,173.1,0.14,normal,218.0,17.6
-M.MUH.3.gab.1.null.null.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.16,normal,149.8,19.7,lognormal,180.5,0.14,normal,234.8,20.4
-M.MUH.3.gab.1.null.null.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.7,normal,150.4,18.1,lognormal,171.0,0.1,lognormal,176.8,0.09
-M.MUH.3.gab.1.null.null.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.6,normal,127.7,15.0,normal,144.9,13.9,lognormal,149.6,0.09
-M.MUH.3.gab.1.null.null.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.8,0.15,normal,124.4,15.7,normal,138.2,12.1,normal,141.0,11.4
-M.MUH.3.gab.1.null.null.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,14.6,normal,135.9,15.9,lognormal,155.0,0.1,lognormal,159.8,0.09
-M.MUH.3.gab.1.null.null.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,16.0,normal,145.2,17.5,lognormal,164.3,0.1,normal,170.4,15.0
-M.MUH.3.gab.1.null.null.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.15,normal,150.9,18.7,lognormal,171.4,0.11,normal,177.7,15.5
-M.MUH.3.gab.1.null.null.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.1,normal,127.6,15.0,lognormal,144.6,0.1,lognormal,149.9,0.1
-M.MUH.3.gab.1.null.null.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,13.9,normal,124.6,15.9,normal,138.2,12.4,lognormal,141.3,0.09
-M.MUH.3.gab.1.null.null.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.7,normal,136.3,16.1,normal,154.3,13.8,normal,158.8,12.9
-M.MUH.3.gab.1.null.null.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.6,0.15,normal,145.5,17.5,lognormal,165.3,0.1,lognormal,171.0,0.09
-M.MUH.3.gab.1.null.null.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,16.9,normal,154.7,21.1,normal,176.1,18.1,lognormal,184.6,0.1
-M.MUH.3.gab.1.null.null.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.1,normal,136.0,18.2,normal,153.9,15.3,lognormal,159.7,0.1
-M.MUH.3.gab.1.null.null.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,normal,127.2,17.7,normal,145.2,15.5,lognormal,152.8,0.11
-M.MUH.3.gab.1.null.null.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.9,lognormal,144.4,0.15,normal,162.2,16.0,lognormal,169.7,0.1
-M.MUH.3.gab.1.null.null.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,normal,150.5,20.0,normal,171.9,18.3,lognormal,179.0,0.1
-M.MUH.3.gab.1.null.null.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,17.0,normal,153.7,20.2,normal,175.4,17.8,lognormal,184.4,0.11
-M.MUH.3.gab.1.null.null.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.3,normal,135.7,18.0,normal,154.3,15.5,lognormal,159.6,0.1
-M.MUH.3.gab.1.null.null.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.5,0.16,normal,127.0,17.8,lognormal,145.4,0.12,lognormal,152.5,0.11
-M.MUH.3.gab.1.null.null.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,143.3,0.15,normal,162.1,15.4,lognormal,169.7,0.1
-M.MUH.3.gab.1.null.null.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.15,normal,150.4,20.2,normal,170.7,16.7,lognormal,178.1,0.1
-M.MUH.3.gab.1.null.null.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.5,normal,160.8,17.0,lognormal,186.4,0.1,normal,217.1,15.0
-M.MUH.3.gab.1.null.null.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,134.2,0.13,normal,154.4,16.5,lognormal,184.2,0.09
-M.MUH.3.gab.1.null.null.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,14.8,normal,134.1,14.2,normal,150.9,13.3,lognormal,170.1,0.09
-M.MUH.3.gab.1.null.null.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,lognormal,144.5,0.12,lognormal,168.0,0.12,normal,198.2,16.1
-M.MUH.3.gab.1.null.null.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.6,lognormal,155.9,0.12,normal,179.4,18.4,normal,210.3,13.9
-M.MUH.3.gab.1.null.null.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.5,normal,160.8,17.0,lognormal,186.4,0.1,normal,217.1,15.0
-M.MUH.3.gab.1.null.null.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,14.6,lognormal,133.8,0.12,normal,153.7,16.2,normal,183.6,14.4
-M.MUH.3.gab.1.null.null.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.9,normal,134.4,14.2,normal,151.0,13.2,normal,169.4,13.6
-M.MUH.3.gab.1.null.null.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,14.9,lognormal,145.1,0.13,lognormal,168.3,0.12,normal,198.6,16.2
-M.MUH.3.gab.1.null.null.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.6,lognormal,155.9,0.12,normal,179.4,18.4,normal,210.3,13.9
-M.MUH.3.gab.1.null.null.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,18.6,normal,176.9,23.2,normal,210.5,25.7,lognormal,250.0,0.1
-M.MUH.3.gab.1.null.null.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.3,normal,152.0,17.9,normal,182.0,20.3,lognormal,206.6,0.1
-M.MUH.3.gab.1.null.null.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.0,0.15,normal,145.2,18.6,normal,174.7,21.5,normal,195.8,15.5
-M.MUH.3.gab.1.null.null.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,17.3,normal,161.2,18.8,normal,192.5,19.9,normal,219.5,18.6
-M.MUH.3.gab.1.null.null.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,171.6,21.5,lognormal,203.9,0.12,normal,235.5,19.0
-M.MUH.3.gab.1.null.null.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,18.7,lognormal,178.0,0.15,normal,210.5,25.7,lognormal,250.0,0.1
-M.MUH.3.gab.1.null.null.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,153.1,18.7,normal,180.9,19.2,lognormal,206.1,0.09
-M.MUH.3.gab.1.null.null.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.5,0.15,normal,145.4,19.0,normal,175.5,21.2,normal,195.4,15.5
-M.MUH.3.gab.1.null.null.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,17.2,normal,162.1,19.6,normal,193.3,21.4,normal,217.9,18.1
-M.MUH.3.gab.1.null.null.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.7,normal,171.6,21.5,lognormal,203.9,0.12,normal,235.5,19.0
-M.MUH.3.gab.1.null.null.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,16.5,normal,160.3,16.9,lognormal,173.8,0.09,lognormal,176.2,0.09
-M.MUH.3.gab.1.null.null.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,14.5,lognormal,134.3,0.13,normal,146.6,13.4,normal,149.3,13.4
-M.MUH.3.gab.1.null.null.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,14.9,normal,133.5,13.7,lognormal,140.9,0.09,lognormal,141.6,0.09
-M.MUH.3.gab.1.null.null.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,15.4,normal,144.6,16.6,normal,156.7,13.5,lognormal,159.6,0.09
-M.MUH.3.gab.1.null.null.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,15.8,normal,155.3,17.3,normal,168.6,14.8,lognormal,171.4,0.09
-M.MUH.3.gab.1.null.null.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,16.5,normal,160.3,16.9,lognormal,173.7,0.09,lognormal,176.1,0.09
-M.MUH.3.gab.1.null.null.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.4,lognormal,134.1,0.12,lognormal,146.7,0.1,lognormal,149.6,0.1
-M.MUH.3.gab.1.null.null.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.0,normal,133.6,13.9,lognormal,141.1,0.09,lognormal,141.9,0.09
-M.MUH.3.gab.1.null.null.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,lognormal,144.6,0.12,normal,156.1,12.8,lognormal,159.1,0.09
-M.MUH.3.gab.1.null.null.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,16.1,normal,155.0,17.3,normal,168.4,15.0,normal,171.2,15.2
-M.MUH.3.gab.1.null.null.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,19.0,normal,171.4,19.1,lognormal,180.9,0.09,lognormal,183.3,0.1
-M.MUH.3.gab.1.null.null.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.9,0.15,normal,149.6,16.1,lognormal,157.6,0.09,lognormal,158.7,0.09
-M.MUH.3.gab.1.null.null.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,15.4,normal,141.4,16.2,lognormal,150.0,0.1,normal,151.3,14.8
-M.MUH.3.gab.1.null.null.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,158.9,17.8,lognormal,167.1,0.09,lognormal,168.3,0.09
-M.MUH.3.gab.1.null.null.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.5,0.15,normal,167.0,18.3,lognormal,175.5,0.09,lognormal,178.0,0.1
-M.MUH.3.gab.1.null.null.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,19.0,normal,171.4,19.1,lognormal,180.9,0.09,lognormal,183.3,0.1
-M.MUH.3.gab.1.null.null.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.6,normal,149.1,16.1,lognormal,157.9,0.09,lognormal,159.1,0.09
-M.MUH.3.gab.1.null.null.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.9,0.15,normal,141.9,16.7,lognormal,150.4,0.1,lognormal,152.3,0.11
-M.MUH.3.gab.1.null.null.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.8,0.15,normal,159.0,17.3,lognormal,167.7,0.09,normal,169.0,15.0
-M.MUH.3.gab.1.null.null.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.5,0.15,normal,167.2,18.1,lognormal,175.7,0.09,lognormal,178.0,0.1
-M.MUH.3.hip.0.null.null.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.6,normal,153.0,17.1,normal,174.3,17.3,lognormal,217.0,0.1
-M.MUH.3.hip.0.null.null.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,normal,129.1,14.3,lognormal,147.0,0.11,lognormal,180.7,0.09
-M.MUH.3.hip.0.null.null.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.9,0.15,normal,126.3,15.0,normal,140.1,13.4,normal,164.7,13.4
-M.MUH.3.hip.0.null.null.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.14,lognormal,139.2,0.13,normal,156.9,14.9,lognormal,194.6,0.09
-M.MUH.3.hip.0.null.null.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.9,normal,147.4,16.3,normal,168.1,17.2,lognormal,207.8,0.09
-M.MUH.3.hip.0.null.null.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.6,normal,153.0,17.1,normal,174.3,17.3,lognormal,217.0,0.1
-M.MUH.3.hip.0.null.null.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.9,normal,129.0,13.9,lognormal,146.7,0.11,normal,181.1,15.8
-M.MUH.3.hip.0.null.null.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.9,0.15,normal,126.2,14.9,normal,140.1,13.4,lognormal,164.9,0.09
-M.MUH.3.hip.0.null.null.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,138.9,16.1,normal,156.8,14.8,lognormal,194.4,0.09
-M.MUH.3.hip.0.null.null.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.8,normal,147.1,16.2,lognormal,168.1,0.11,normal,206.8,16.5
-M.MUH.3.hip.0.null.null.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.8,lognormal,157.9,0.14,normal,181.1,20.6,normal,223.7,21.9
-M.MUH.3.hip.0.null.null.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.6,0.15,normal,137.1,16.2,normal,156.8,16.7,normal,193.1,17.3
-M.MUH.3.hip.0.null.null.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.4,normal,128.5,16.1,normal,148.0,17.1,lognormal,184.9,0.1
-M.MUH.3.hip.0.null.null.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.4,lognormal,146.4,0.14,normal,165.2,16.7,lognormal,203.4,0.1
-M.MUH.3.hip.0.null.null.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.3,normal,153.2,18.9,lognormal,175.2,0.12,normal,213.1,17.0
-M.MUH.3.hip.0.null.null.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.8,lognormal,157.9,0.14,normal,181.1,20.6,normal,223.7,21.9
-M.MUH.3.hip.0.null.null.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.6,0.15,normal,137.8,16.8,normal,156.7,16.4,normal,192.7,17.1
-M.MUH.3.hip.0.null.null.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.4,normal,128.6,16.5,normal,146.7,15.6,lognormal,185.9,0.11
-M.MUH.3.hip.0.null.null.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,lognormal,146.3,0.14,lognormal,165.7,0.11,normal,202.9,17.8
-M.MUH.3.hip.0.null.null.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.4,normal,153.3,18.9,lognormal,175.2,0.12,normal,213.2,16.9
-M.MUH.3.hip.0.null.null.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,17.0,normal,153.6,17.6,normal,173.5,16.1,lognormal,187.5,0.09
-M.MUH.3.hip.0.null.null.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,14.3,normal,129.2,14.0,normal,146.5,14.3,lognormal,158.3,0.09
-M.MUH.3.hip.0.null.null.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.8,0.15,normal,126.3,14.7,lognormal,140.2,0.1,normal,149.0,12.0
-M.MUH.3.hip.0.null.null.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.5,15.7,normal,156.8,14.5,lognormal,169.3,0.09
-M.MUH.3.hip.0.null.null.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.8,0.14,normal,147.8,16.6,normal,166.6,15.2,lognormal,180.8,0.09
-M.MUH.3.hip.0.null.null.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,16.8,normal,152.9,17.2,normal,173.9,16.5,lognormal,187.6,0.09
-M.MUH.3.hip.0.null.null.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,14.4,lognormal,129.6,0.12,normal,146.0,13.5,normal,157.8,13.2
-M.MUH.3.hip.0.null.null.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.8,0.15,normal,125.8,14.3,normal,140.4,13.4,normal,149.2,12.1
-M.MUH.3.hip.0.null.null.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,lognormal,138.6,0.12,lognormal,157.2,0.1,lognormal,170.3,0.09
-M.MUH.3.hip.0.null.null.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,15.7,normal,147.7,16.4,lognormal,167.3,0.1,normal,180.3,14.5
-M.MUH.3.hip.0.null.null.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.7,normal,158.4,20.4,normal,177.9,17.9,normal,195.3,17.6
-M.MUH.3.hip.0.null.null.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,137.6,16.4,normal,155.5,15.3,lognormal,168.7,0.1
-M.MUH.3.hip.0.null.null.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.6,normal,128.9,16.2,normal,146.2,15.6,lognormal,161.3,0.11
-M.MUH.3.hip.0.null.null.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.6,lognormal,146.5,0.14,normal,165.0,16.8,lognormal,179.7,0.1
-M.MUH.3.hip.0.null.null.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.4,0.15,normal,153.2,19.0,normal,173.7,17.8,lognormal,189.3,0.1
-M.MUH.3.hip.0.null.null.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.7,normal,158.4,20.4,normal,177.9,17.9,normal,195.3,17.6
-M.MUH.3.hip.0.null.null.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,137.7,17.0,normal,155.5,15.1,lognormal,168.7,0.1
-M.MUH.3.hip.0.null.null.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.6,0.15,normal,128.6,16.1,normal,146.5,16.0,normal,160.7,15.7
-M.MUH.3.hip.0.null.null.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,16.5,lognormal,146.9,0.14,normal,164.8,16.4,lognormal,179.3,0.1
-M.MUH.3.hip.0.null.null.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.5,0.15,lognormal,153.8,0.14,normal,173.5,17.5,lognormal,189.6,0.1
-M.MUH.3.hip.0.null.null.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,17.8,normal,165.6,17.7,lognormal,191.5,0.11,normal,234.6,20.7
-M.MUH.3.hip.0.null.null.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,normal,136.1,15.5,normal,156.2,16.4,normal,193.7,15.1
-M.MUH.3.hip.0.null.null.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.4,normal,138.4,14.5,lognormal,153.5,0.09,normal,183.5,15.9
-M.MUH.3.hip.0.null.null.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.14,lognormal,149.2,0.13,lognormal,170.8,0.12,normal,209.3,17.1
-M.MUH.3.hip.0.null.null.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.1,0.13,normal,158.9,17.3,lognormal,182.7,0.11,normal,221.2,15.6
-M.MUH.3.hip.0.null.null.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,17.8,normal,165.6,17.7,lognormal,191.5,0.11,normal,234.6,20.7
-M.MUH.3.hip.0.null.null.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,137.0,0.13,normal,155.9,16.3,normal,193.3,16.0
-M.MUH.3.hip.0.null.null.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.3,normal,138.4,14.4,normal,153.6,13.5,normal,183.3,15.9
-M.MUH.3.hip.0.null.null.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.0,lognormal,148.9,0.13,lognormal,170.8,0.12,normal,209.9,17.8
-M.MUH.3.hip.0.null.null.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.6,normal,158.8,17.1,lognormal,182.8,0.11,normal,222.6,16.6
-M.MUH.3.hip.0.null.null.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.5,0.15,normal,182.9,22.5,normal,217.8,27.1,lognormal,250.0,0.06
-M.MUH.3.hip.0.null.null.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,16.8,lognormal,157.4,0.13,normal,186.7,21.5,normal,225.1,16.2
-M.MUH.3.hip.0.null.null.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.5,lognormal,152.7,0.15,normal,177.4,21.7,lognormal,210.0,0.07
-M.MUH.3.hip.0.null.null.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,17.9,normal,166.2,18.9,normal,197.4,22.1,lognormal,250.0,0.09
-M.MUH.3.hip.0.null.null.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.4,normal,177.5,21.3,normal,212.0,26.1,lognormal,250.0,0.06
-M.MUH.3.hip.0.null.null.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.8,19.5,normal,183.8,23.5,lognormal,226.7,0.17,lognormal,250.0,0.06
-M.MUH.3.hip.0.null.null.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,16.8,lognormal,157.6,0.13,normal,186.4,21.2,lognormal,235.0,0.1
-M.MUH.3.hip.0.null.null.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,16.8,lognormal,152.5,0.15,normal,178.5,22.4,lognormal,211.3,0.08
-M.MUH.3.hip.0.null.null.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.7,normal,166.7,19.2,normal,198.8,23.2,lognormal,250.0,0.08
-M.MUH.3.hip.0.null.null.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.4,normal,177.5,21.3,normal,212.0,26.1,lognormal,250.0,0.06
-M.MUH.3.hip.0.null.null.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,17.4,lognormal,165.3,0.12,normal,181.6,14.2,lognormal,187.3,0.09
-M.MUH.3.hip.0.null.null.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.14,lognormal,136.6,0.13,normal,152.5,14.7,normal,158.0,13.1
-M.MUH.3.hip.0.null.null.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,15.9,normal,137.6,13.8,lognormal,147.6,0.09,lognormal,149.6,0.09
-M.MUH.3.hip.0.null.null.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.3,0.13,lognormal,148.2,0.13,lognormal,163.7,0.1,lognormal,170.0,0.09
-M.MUH.3.hip.0.null.null.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.1,normal,158.1,16.9,normal,175.0,15.2,lognormal,180.8,0.09
-M.MUH.3.hip.0.null.null.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.13,lognormal,165.3,0.12,normal,181.3,14.3,lognormal,187.6,0.09
-M.MUH.3.hip.0.null.null.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.14,lognormal,136.8,0.13,normal,152.5,14.4,lognormal,158.1,0.09
-M.MUH.3.hip.0.null.null.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.6,normal,137.9,14.1,normal,147.0,11.7,normal,149.0,12.3
-M.MUH.3.hip.0.null.null.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.13,normal,148.3,17.0,normal,163.1,14.5,lognormal,169.6,0.09
-M.MUH.3.hip.0.null.null.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.0,normal,158.3,17.1,normal,175.0,15.1,normal,179.7,14.5
-M.MUH.3.hip.0.null.null.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.3,21.1,normal,179.1,19.6,lognormal,192.7,0.1,lognormal,195.5,0.1
-M.MUH.3.hip.0.null.null.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.7,0.14,normal,155.3,16.5,normal,166.4,14.7,lognormal,169.3,0.1
-M.MUH.3.hip.0.null.null.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.5,normal,148.2,17.6,lognormal,158.4,0.11,lognormal,161.1,0.11
-M.MUH.3.hip.0.null.null.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.9,0.15,normal,164.3,17.2,lognormal,175.5,0.09,lognormal,178.2,0.09
-M.MUH.3.hip.0.null.null.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.9,normal,174.1,18.7,normal,185.7,16.6,normal,189.1,16.9
-M.MUH.3.hip.0.null.null.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,20.9,normal,179.3,18.8,lognormal,193.4,0.11,lognormal,196.8,0.11
-M.MUH.3.hip.0.null.null.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.1,normal,155.5,16.7,normal,166.4,14.8,lognormal,169.1,0.1
-M.MUH.3.hip.0.null.null.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.8,normal,148.7,17.5,lognormal,157.6,0.1,lognormal,160.2,0.1
-M.MUH.3.hip.0.null.null.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,18.3,normal,165.9,18.6,lognormal,177.0,0.1,lognormal,178.9,0.09
-M.MUH.3.hip.0.null.null.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,19.2,normal,174.1,18.9,normal,185.2,16.1,lognormal,188.4,0.09
-M.MUH.3.hip.0.null.null.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.3,normal,154.6,17.8,normal,180.6,18.7,normal,235.7,18.8
-M.MUH.3.hip.0.null.null.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,lognormal,130.5,0.12,normal,152.4,17.0,normal,195.0,16.7
-M.MUH.3.hip.0.null.null.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.5,normal,129.2,15.7,normal,148.1,15.5,lognormal,181.6,0.09
-M.MUH.3.hip.0.null.null.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,140.5,16.2,lognormal,162.6,0.11,normal,207.0,16.5
-M.MUH.3.hip.0.null.null.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.2,normal,150.2,17.7,normal,174.6,18.8,normal,218.4,14.7
-M.MUH.3.hip.0.null.null.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.3,normal,154.6,17.8,normal,180.6,18.7,normal,235.7,18.8
-M.MUH.3.hip.0.null.null.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,13.9,normal,130.9,15.1,normal,151.8,16.4,normal,193.7,15.9
-M.MUH.3.hip.0.null.null.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.4,normal,129.3,15.8,normal,148.3,15.2,lognormal,181.5,0.09
-M.MUH.3.hip.0.null.null.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,140.5,16.2,lognormal,162.6,0.11,normal,207.0,16.5
-M.MUH.3.hip.0.null.null.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.2,normal,150.2,17.7,normal,174.6,18.8,normal,218.4,14.7
-M.MUH.3.hip.0.null.null.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.6,normal,161.6,21.2,lognormal,192.3,0.15,lognormal,250.0,0.06
-M.MUH.3.hip.0.null.null.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,normal,140.9,18.2,normal,166.9,20.9,normal,231.3,17.9
-M.MUH.3.hip.0.null.null.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.5,normal,132.0,17.7,normal,156.4,20.7,normal,210.3,14.5
-M.MUH.3.hip.0.null.null.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,normal,149.5,19.4,normal,177.3,23.7,lognormal,250.0,0.09
-M.MUH.3.hip.0.null.null.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.3,normal,157.8,20.9,lognormal,184.6,0.14,lognormal,250.0,0.06
-M.MUH.3.hip.0.null.null.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.6,normal,161.6,21.2,lognormal,192.3,0.15,lognormal,250.0,0.06
-M.MUH.3.hip.0.null.null.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.4,normal,142.1,18.8,normal,167.1,21.0,normal,224.7,17.1
-M.MUH.3.hip.0.null.null.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.8,lognormal,132.9,0.15,lognormal,158.1,0.16,normal,211.9,14.9
-M.MUH.3.hip.0.null.null.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,normal,149.5,19.4,normal,177.3,23.7,lognormal,250.0,0.09
-M.MUH.3.hip.0.null.null.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.3,normal,157.8,20.9,lognormal,184.6,0.14,lognormal,250.0,0.06
-M.MUH.3.hip.0.null.null.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.6,normal,155.4,18.1,normal,176.6,16.2,lognormal,187.9,0.09
-M.MUH.3.hip.0.null.null.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,14.3,lognormal,130.6,0.12,normal,149.4,15.0,normal,158.8,14.1
-M.MUH.3.hip.0.null.null.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,14.6,normal,128.9,15.3,normal,144.2,14.1,normal,149.6,12.4
-M.MUH.3.hip.0.null.null.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,lognormal,140.5,0.13,normal,159.4,14.7,lognormal,169.5,0.09
-M.MUH.3.hip.0.null.null.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.4,normal,150.3,18.4,normal,170.7,16.3,lognormal,182.8,0.1
-M.MUH.3.hip.0.null.null.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.6,normal,155.4,18.1,normal,176.6,16.2,lognormal,187.9,0.09
-M.MUH.3.hip.0.null.null.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,lognormal,130.5,0.12,normal,149.5,15.1,lognormal,158.2,0.09
-M.MUH.3.hip.0.null.null.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.5,normal,128.7,15.3,normal,144.4,14.2,normal,149.6,12.4
-M.MUH.3.hip.0.null.null.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.14,normal,140.6,16.3,normal,159.5,15.2,lognormal,169.9,0.1
-M.MUH.3.hip.0.null.null.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,16.2,normal,151.1,18.3,normal,171.7,17.0,lognormal,181.0,0.09
-M.MUH.3.hip.0.null.null.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,17.5,normal,160.9,20.6,normal,182.9,19.9,lognormal,194.0,0.09
-M.MUH.3.hip.0.null.null.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.2,lognormal,142.5,0.15,normal,159.2,15.9,lognormal,168.9,0.1
-M.MUH.3.hip.0.null.null.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.8,normal,132.6,18.4,normal,150.9,17.7,lognormal,160.8,0.1
-M.MUH.3.hip.0.null.null.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.9,0.16,normal,149.3,19.2,lognormal,169.6,0.12,lognormal,179.4,0.1
-M.MUH.3.hip.0.null.null.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,17.6,normal,157.4,20.6,lognormal,177.9,0.11,normal,190.2,18.5
-M.MUH.3.hip.0.null.null.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.3,0.15,normal,161.7,21.7,normal,182.4,18.3,lognormal,194.4,0.1
-M.MUH.3.hip.0.null.null.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,141.2,18.1,normal,158.9,15.9,lognormal,168.7,0.1
-M.MUH.3.hip.0.null.null.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.7,0.15,normal,132.5,18.3,normal,150.8,17.7,lognormal,160.8,0.1
-M.MUH.3.hip.0.null.null.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,normal,149.1,19.6,normal,170.0,18.9,lognormal,179.3,0.09
-M.MUH.3.hip.0.null.null.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,17.5,normal,157.5,20.6,lognormal,177.9,0.11,lognormal,190.4,0.11
-M.MUH.3.hip.0.null.null.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.0,0.14,lognormal,167.6,0.13,lognormal,191.0,0.11,lognormal,250.0,0.13
-M.MUH.3.hip.0.null.null.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.14,lognormal,136.1,0.13,normal,156.8,16.9,normal,193.0,14.7
-M.MUH.3.hip.0.null.null.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.4,normal,138.0,14.3,normal,154.4,13.5,lognormal,182.6,0.09
-M.MUH.3.hip.0.null.null.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,170.3,0.12,normal,207.5,15.5
-M.MUH.3.hip.0.null.null.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.14,normal,159.7,18.2,normal,182.1,17.0,normal,221.5,16.5
-M.MUH.3.hip.0.null.null.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.13,normal,166.7,18.8,lognormal,191.1,0.11,lognormal,250.0,0.12
-M.MUH.3.hip.0.null.null.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.14,normal,135.7,15.6,normal,157.0,17.0,normal,193.1,14.6
-M.MUH.3.hip.0.null.null.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.3,normal,137.9,14.3,normal,154.3,13.6,lognormal,182.4,0.09
-M.MUH.3.hip.0.null.null.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,170.3,0.12,normal,207.5,15.5
-M.MUH.3.hip.0.null.null.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.14,normal,159.7,18.2,normal,182.1,17.0,normal,221.5,16.5
-M.MUH.3.hip.0.null.null.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.7,normal,182.6,22.5,lognormal,216.9,0.14,lognormal,250.0,0.06
-M.MUH.3.hip.0.null.null.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.0,normal,157.7,18.5,normal,185.7,21.1,normal,234.1,21.6
-M.MUH.3.hip.0.null.null.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.6,normal,152.1,19.8,normal,178.0,21.8,normal,210.5,15.6
-M.MUH.3.hip.0.null.null.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.1,normal,167.0,18.9,normal,197.5,22.2,normal,250.3,19.3
-M.MUH.3.hip.0.null.null.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,20.1,lognormal,179.0,0.14,lognormal,211.4,0.14,lognormal,250.0,0.08
-M.MUH.3.hip.0.null.null.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.7,normal,182.6,22.5,lognormal,216.9,0.14,lognormal,250.0,0.06
-M.MUH.3.hip.0.null.null.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.0,0.14,lognormal,158.0,0.13,lognormal,186.2,0.13,normal,222.5,14.8
-M.MUH.3.hip.0.null.null.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.7,normal,151.8,19.5,normal,178.1,22.2,normal,210.7,16.3
-M.MUH.3.hip.0.null.null.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.1,normal,167.0,18.9,normal,197.5,22.2,lognormal,250.0,0.07
-M.MUH.3.hip.0.null.null.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,20.1,lognormal,179.0,0.14,lognormal,211.5,0.14,lognormal,250.0,0.06
-M.MUH.3.hip.0.null.null.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,18.1,lognormal,166.2,0.12,lognormal,182.8,0.09,normal,187.0,14.8
-M.MUH.3.hip.0.null.null.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,136.8,0.13,normal,152.6,14.7,normal,158.1,13.1
-M.MUH.3.hip.0.null.null.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,15.9,normal,137.7,13.8,lognormal,147.6,0.09,lognormal,149.7,0.09
-M.MUH.3.hip.0.null.null.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,15.9,lognormal,148.3,0.13,lognormal,164.0,0.1,lognormal,170.4,0.1
-M.MUH.3.hip.0.null.null.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.4,0.13,normal,159.3,18.2,normal,175.4,15.4,normal,180.1,14.8
-M.MUH.3.hip.0.null.null.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,17.5,lognormal,165.7,0.12,lognormal,183.2,0.1,lognormal,188.0,0.09
-M.MUH.3.hip.0.null.null.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.14,lognormal,136.8,0.13,normal,152.6,14.7,lognormal,158.2,0.09
-M.MUH.3.hip.0.null.null.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.8,normal,137.8,14.1,normal,146.9,11.6,normal,148.8,12.2
-M.MUH.3.hip.0.null.null.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.7,0.14,lognormal,147.9,0.13,lognormal,164.0,0.1,lognormal,170.9,0.1
-M.MUH.3.hip.0.null.null.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.4,0.13,normal,159.1,18.1,normal,175.6,15.3,normal,180.2,14.8
-M.MUH.3.hip.0.null.null.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.2,0.15,normal,179.0,19.9,lognormal,192.9,0.1,lognormal,196.2,0.11
-M.MUH.3.hip.0.null.null.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,16.7,normal,155.0,16.0,lognormal,165.7,0.09,normal,168.4,14.9
-M.MUH.3.hip.0.null.null.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,16.4,normal,147.9,17.1,lognormal,157.1,0.1,normal,160.0,15.6
-M.MUH.3.hip.0.null.null.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,18.2,normal,164.9,18.1,lognormal,175.8,0.09,normal,178.3,15.9
-M.MUH.3.hip.0.null.null.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.15,normal,173.7,18.3,normal,185.9,16.6,lognormal,189.4,0.1
-M.MUH.3.hip.0.null.null.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.3,20.8,normal,179.2,19.2,lognormal,193.0,0.1,lognormal,196.1,0.1
-M.MUH.3.hip.0.null.null.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,16.6,normal,155.6,17.3,normal,166.2,14.6,lognormal,168.9,0.1
-M.MUH.3.hip.0.null.null.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,16.1,normal,148.4,17.7,lognormal,158.0,0.1,lognormal,160.4,0.1
-M.MUH.3.hip.0.null.null.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,18.6,normal,165.0,17.7,normal,176.1,15.7,lognormal,178.2,0.09
-M.MUH.3.hip.0.null.null.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.15,normal,173.8,18.3,normal,185.8,16.6,lognormal,189.4,0.1
-M.MUH.3.hip.1.null.null.6d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.6,normal,153.0,17.1,normal,174.3,17.3,lognormal,217.0,0.1
-M.MUH.3.hip.1.null.null.6d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,normal,129.1,14.3,lognormal,147.0,0.11,lognormal,180.7,0.09
-M.MUH.3.hip.1.null.null.6d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.9,0.15,normal,126.3,15.0,normal,140.1,13.4,normal,164.7,13.4
-M.MUH.3.hip.1.null.null.6d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.14,lognormal,139.2,0.13,normal,156.9,14.9,lognormal,194.6,0.09
-M.MUH.3.hip.1.null.null.6d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.9,normal,147.4,16.3,normal,168.1,17.2,lognormal,207.8,0.09
-M.MUH.3.hip.1.null.null.6d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.6,normal,153.0,17.1,normal,174.3,17.3,lognormal,217.0,0.1
-M.MUH.3.hip.1.null.null.6d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.9,normal,129.0,13.9,lognormal,146.7,0.11,normal,181.1,15.8
-M.MUH.3.hip.1.null.null.6d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.9,0.15,normal,126.2,14.9,normal,140.1,13.4,lognormal,164.9,0.09
-M.MUH.3.hip.1.null.null.6d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,138.9,16.1,normal,156.8,14.8,lognormal,194.4,0.09
-M.MUH.3.hip.1.null.null.6d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.8,normal,147.1,16.2,lognormal,168.1,0.11,normal,206.8,16.5
-M.MUH.3.hip.1.null.null.6d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.8,lognormal,157.9,0.14,normal,181.1,20.6,normal,223.7,21.9
-M.MUH.3.hip.1.null.null.6d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.6,0.15,normal,137.1,16.2,normal,156.8,16.7,normal,193.1,17.3
-M.MUH.3.hip.1.null.null.6d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.4,normal,128.5,16.1,normal,148.0,17.1,lognormal,184.9,0.1
-M.MUH.3.hip.1.null.null.6d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.4,lognormal,146.4,0.14,normal,165.2,16.7,lognormal,203.4,0.1
-M.MUH.3.hip.1.null.null.6d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.3,normal,153.2,18.9,lognormal,175.2,0.12,normal,213.1,17.0
-M.MUH.3.hip.1.null.null.6d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.8,lognormal,157.9,0.14,normal,181.1,20.6,normal,223.7,21.9
-M.MUH.3.hip.1.null.null.6d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.6,0.15,normal,137.8,16.8,normal,156.7,16.4,normal,192.7,17.1
-M.MUH.3.hip.1.null.null.6d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.4,normal,128.6,16.5,normal,146.7,15.6,lognormal,185.9,0.11
-M.MUH.3.hip.1.null.null.6d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,lognormal,146.3,0.14,lognormal,165.7,0.11,normal,202.9,17.8
-M.MUH.3.hip.1.null.null.6d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.4,normal,153.3,18.9,lognormal,175.2,0.12,normal,213.2,16.9
-M.MUH.3.hip.1.null.null.6d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,17.0,normal,153.6,17.6,normal,173.5,16.1,lognormal,187.5,0.09
-M.MUH.3.hip.1.null.null.6d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,14.3,normal,129.2,14.0,normal,146.5,14.3,lognormal,158.3,0.09
-M.MUH.3.hip.1.null.null.6d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.8,0.15,normal,126.3,14.7,lognormal,140.2,0.1,normal,149.0,12.0
-M.MUH.3.hip.1.null.null.6d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.5,15.7,normal,156.8,14.5,lognormal,169.3,0.09
-M.MUH.3.hip.1.null.null.6d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.8,0.14,normal,147.8,16.6,normal,166.6,15.2,lognormal,180.8,0.09
-M.MUH.3.hip.1.null.null.6d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,16.8,normal,152.9,17.2,normal,173.9,16.5,lognormal,187.6,0.09
-M.MUH.3.hip.1.null.null.6d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,14.4,lognormal,129.6,0.12,normal,146.0,13.5,normal,157.8,13.2
-M.MUH.3.hip.1.null.null.6d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.8,0.15,normal,125.8,14.3,normal,140.4,13.4,normal,149.2,12.1
-M.MUH.3.hip.1.null.null.6d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,lognormal,138.6,0.12,lognormal,157.2,0.1,lognormal,170.3,0.09
-M.MUH.3.hip.1.null.null.6d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,15.7,normal,147.7,16.4,lognormal,167.3,0.1,normal,180.3,14.5
-M.MUH.3.hip.1.null.null.6d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.7,normal,158.4,20.4,normal,177.9,17.9,normal,195.3,17.6
-M.MUH.3.hip.1.null.null.6d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,137.6,16.4,normal,155.5,15.3,lognormal,168.7,0.1
-M.MUH.3.hip.1.null.null.6d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.6,normal,128.9,16.2,normal,146.2,15.6,lognormal,161.3,0.11
-M.MUH.3.hip.1.null.null.6d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,16.6,lognormal,146.5,0.14,normal,165.0,16.8,lognormal,179.7,0.1
-M.MUH.3.hip.1.null.null.6d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.4,0.15,normal,153.2,19.0,normal,173.7,17.8,lognormal,189.3,0.1
-M.MUH.3.hip.1.null.null.6d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.7,normal,158.4,20.4,normal,177.9,17.9,normal,195.3,17.6
-M.MUH.3.hip.1.null.null.6d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,137.7,17.0,normal,155.5,15.1,lognormal,168.7,0.1
-M.MUH.3.hip.1.null.null.6d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.6,0.15,normal,128.6,16.1,normal,146.5,16.0,normal,160.7,15.7
-M.MUH.3.hip.1.null.null.6d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,16.5,lognormal,146.9,0.14,normal,164.8,16.4,lognormal,179.3,0.1
-M.MUH.3.hip.1.null.null.6d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.5,0.15,lognormal,153.8,0.14,normal,173.5,17.5,lognormal,189.6,0.1
-M.MUH.3.hip.1.null.null.6s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,17.8,normal,165.6,17.7,lognormal,191.5,0.11,normal,234.6,20.7
-M.MUH.3.hip.1.null.null.6s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,normal,136.1,15.5,normal,156.2,16.4,normal,193.7,15.1
-M.MUH.3.hip.1.null.null.6s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.4,normal,138.4,14.5,lognormal,153.5,0.09,normal,183.5,15.9
-M.MUH.3.hip.1.null.null.6s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.14,lognormal,149.2,0.13,lognormal,170.8,0.12,normal,209.3,17.1
-M.MUH.3.hip.1.null.null.6s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.1,0.13,normal,158.9,17.3,lognormal,182.7,0.11,normal,221.2,15.6
-M.MUH.3.hip.1.null.null.6s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,17.8,normal,165.6,17.7,lognormal,191.5,0.11,normal,234.6,20.7
-M.MUH.3.hip.1.null.null.6s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,137.0,0.13,normal,155.9,16.3,normal,193.3,16.0
-M.MUH.3.hip.1.null.null.6s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.3,normal,138.4,14.4,normal,153.6,13.5,normal,183.3,15.9
-M.MUH.3.hip.1.null.null.6s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.0,lognormal,148.9,0.13,lognormal,170.8,0.12,normal,209.9,17.8
-M.MUH.3.hip.1.null.null.6s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.6,normal,158.8,17.1,lognormal,182.8,0.11,normal,222.6,16.6
-M.MUH.3.hip.1.null.null.6s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.5,0.15,normal,182.9,22.5,normal,217.8,27.1,lognormal,250.0,0.06
-M.MUH.3.hip.1.null.null.6s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,16.8,lognormal,157.4,0.13,normal,186.7,21.5,normal,225.1,16.2
-M.MUH.3.hip.1.null.null.6s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.5,lognormal,152.7,0.15,normal,177.4,21.7,lognormal,210.0,0.07
-M.MUH.3.hip.1.null.null.6s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,17.9,normal,166.2,18.9,normal,197.4,22.1,lognormal,250.0,0.09
-M.MUH.3.hip.1.null.null.6s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.4,normal,177.5,21.3,normal,212.0,26.1,lognormal,250.0,0.06
-M.MUH.3.hip.1.null.null.6s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.8,19.5,normal,183.8,23.5,lognormal,226.7,0.17,lognormal,250.0,0.06
-M.MUH.3.hip.1.null.null.6s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,16.8,lognormal,157.6,0.13,normal,186.4,21.2,lognormal,235.0,0.1
-M.MUH.3.hip.1.null.null.6s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,16.8,lognormal,152.5,0.15,normal,178.5,22.4,lognormal,211.3,0.08
-M.MUH.3.hip.1.null.null.6s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.7,normal,166.7,19.2,normal,198.8,23.2,lognormal,250.0,0.08
-M.MUH.3.hip.1.null.null.6s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.4,normal,177.5,21.3,normal,212.0,26.1,lognormal,250.0,0.06
-M.MUH.3.hip.1.null.null.6s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,17.4,lognormal,165.3,0.12,normal,181.6,14.2,lognormal,187.3,0.09
-M.MUH.3.hip.1.null.null.6s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.14,lognormal,136.6,0.13,normal,152.5,14.7,normal,158.0,13.1
-M.MUH.3.hip.1.null.null.6s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,15.9,normal,137.6,13.8,lognormal,147.6,0.09,lognormal,149.6,0.09
-M.MUH.3.hip.1.null.null.6s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.3,0.13,lognormal,148.2,0.13,lognormal,163.7,0.1,lognormal,170.0,0.09
-M.MUH.3.hip.1.null.null.6s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.1,normal,158.1,16.9,normal,175.0,15.2,lognormal,180.8,0.09
-M.MUH.3.hip.1.null.null.6s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.13,lognormal,165.3,0.12,normal,181.3,14.3,lognormal,187.6,0.09
-M.MUH.3.hip.1.null.null.6s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.14,lognormal,136.8,0.13,normal,152.5,14.4,lognormal,158.1,0.09
-M.MUH.3.hip.1.null.null.6s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.6,normal,137.9,14.1,normal,147.0,11.7,normal,149.0,12.3
-M.MUH.3.hip.1.null.null.6s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.13,normal,148.3,17.0,normal,163.1,14.5,lognormal,169.6,0.09
-M.MUH.3.hip.1.null.null.6s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.0,normal,158.3,17.1,normal,175.0,15.1,normal,179.7,14.5
-M.MUH.3.hip.1.null.null.6s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.3,21.1,normal,179.1,19.6,lognormal,192.7,0.1,lognormal,195.5,0.1
-M.MUH.3.hip.1.null.null.6s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.7,0.14,normal,155.3,16.5,normal,166.4,14.7,lognormal,169.3,0.1
-M.MUH.3.hip.1.null.null.6s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.5,normal,148.2,17.6,lognormal,158.4,0.11,lognormal,161.1,0.11
-M.MUH.3.hip.1.null.null.6s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.9,0.15,normal,164.3,17.2,lognormal,175.5,0.09,lognormal,178.2,0.09
-M.MUH.3.hip.1.null.null.6s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.1,18.9,normal,174.1,18.7,normal,185.7,16.6,normal,189.1,16.9
-M.MUH.3.hip.1.null.null.6s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.8,20.9,normal,179.3,18.8,lognormal,193.4,0.11,lognormal,196.8,0.11
-M.MUH.3.hip.1.null.null.6s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.1,normal,155.5,16.7,normal,166.4,14.8,lognormal,169.1,0.1
-M.MUH.3.hip.1.null.null.6s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.8,normal,148.7,17.5,lognormal,157.6,0.1,lognormal,160.2,0.1
-M.MUH.3.hip.1.null.null.6s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,18.3,normal,165.9,18.6,lognormal,177.0,0.1,lognormal,178.9,0.09
-M.MUH.3.hip.1.null.null.6s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,19.2,normal,174.1,18.9,normal,185.2,16.1,lognormal,188.4,0.09
-M.MUH.3.hip.1.null.null.8d.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.3,normal,154.6,17.8,normal,180.6,18.7,normal,235.7,18.8
-M.MUH.3.hip.1.null.null.8d.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,lognormal,130.5,0.12,normal,152.4,17.0,normal,195.0,16.7
-M.MUH.3.hip.1.null.null.8d.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.5,normal,129.2,15.7,normal,148.1,15.5,lognormal,181.6,0.09
-M.MUH.3.hip.1.null.null.8d.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,140.5,16.2,lognormal,162.6,0.11,normal,207.0,16.5
-M.MUH.3.hip.1.null.null.8d.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.2,normal,150.2,17.7,normal,174.6,18.8,normal,218.4,14.7
-M.MUH.3.hip.1.null.null.8d.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.3,normal,154.6,17.8,normal,180.6,18.7,normal,235.7,18.8
-M.MUH.3.hip.1.null.null.8d.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,13.9,normal,130.9,15.1,normal,151.8,16.4,normal,193.7,15.9
-M.MUH.3.hip.1.null.null.8d.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.4,normal,129.3,15.8,normal,148.3,15.2,lognormal,181.5,0.09
-M.MUH.3.hip.1.null.null.8d.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,normal,140.5,16.2,lognormal,162.6,0.11,normal,207.0,16.5
-M.MUH.3.hip.1.null.null.8d.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.2,normal,150.2,17.7,normal,174.6,18.8,normal,218.4,14.7
-M.MUH.3.hip.1.null.null.8d.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.6,normal,161.6,21.2,lognormal,192.3,0.15,lognormal,250.0,0.06
-M.MUH.3.hip.1.null.null.8d.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,normal,140.9,18.2,normal,166.9,20.9,normal,231.3,17.9
-M.MUH.3.hip.1.null.null.8d.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.5,normal,132.0,17.7,normal,156.4,20.7,normal,210.3,14.5
-M.MUH.3.hip.1.null.null.8d.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,normal,149.5,19.4,normal,177.3,23.7,lognormal,250.0,0.09
-M.MUH.3.hip.1.null.null.8d.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.3,normal,157.8,20.9,lognormal,184.6,0.14,lognormal,250.0,0.06
-M.MUH.3.hip.1.null.null.8d.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.6,normal,161.6,21.2,lognormal,192.3,0.15,lognormal,250.0,0.06
-M.MUH.3.hip.1.null.null.8d.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.4,normal,142.1,18.8,normal,167.1,21.0,normal,224.7,17.1
-M.MUH.3.hip.1.null.null.8d.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.8,lognormal,132.9,0.15,lognormal,158.1,0.16,normal,211.9,14.9
-M.MUH.3.hip.1.null.null.8d.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,normal,149.5,19.4,normal,177.3,23.7,lognormal,250.0,0.09
-M.MUH.3.hip.1.null.null.8d.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.3,normal,157.8,20.9,lognormal,184.6,0.14,lognormal,250.0,0.06
-M.MUH.3.hip.1.null.null.8d.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.6,normal,155.4,18.1,normal,176.6,16.2,lognormal,187.9,0.09
-M.MUH.3.hip.1.null.null.8d.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,14.3,lognormal,130.6,0.12,normal,149.4,15.0,normal,158.8,14.1
-M.MUH.3.hip.1.null.null.8d.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,14.6,normal,128.9,15.3,normal,144.2,14.1,normal,149.6,12.4
-M.MUH.3.hip.1.null.null.8d.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.14,lognormal,140.5,0.13,normal,159.4,14.7,lognormal,169.5,0.09
-M.MUH.3.hip.1.null.null.8d.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.4,normal,150.3,18.4,normal,170.7,16.3,lognormal,182.8,0.1
-M.MUH.3.hip.1.null.null.8d.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,16.6,normal,155.4,18.1,normal,176.6,16.2,lognormal,187.9,0.09
-M.MUH.3.hip.1.null.null.8d.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,lognormal,130.5,0.12,normal,149.5,15.1,lognormal,158.2,0.09
-M.MUH.3.hip.1.null.null.8d.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.5,normal,128.7,15.3,normal,144.4,14.2,normal,149.6,12.4
-M.MUH.3.hip.1.null.null.8d.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.14,normal,140.6,16.3,normal,159.5,15.2,lognormal,169.9,0.1
-M.MUH.3.hip.1.null.null.8d.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,16.2,normal,151.1,18.3,normal,171.7,17.0,lognormal,181.0,0.09
-M.MUH.3.hip.1.null.null.8d.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,17.5,normal,160.9,20.6,normal,182.9,19.9,lognormal,194.0,0.09
-M.MUH.3.hip.1.null.null.8d.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.2,lognormal,142.5,0.15,normal,159.2,15.9,lognormal,168.9,0.1
-M.MUH.3.hip.1.null.null.8d.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.8,normal,132.6,18.4,normal,150.9,17.7,lognormal,160.8,0.1
-M.MUH.3.hip.1.null.null.8d.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.9,0.16,normal,149.3,19.2,lognormal,169.6,0.12,lognormal,179.4,0.1
-M.MUH.3.hip.1.null.null.8d.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,17.6,normal,157.4,20.6,lognormal,177.9,0.11,normal,190.2,18.5
-M.MUH.3.hip.1.null.null.8d.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.3,0.15,normal,161.7,21.7,normal,182.4,18.3,lognormal,194.4,0.1
-M.MUH.3.hip.1.null.null.8d.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,141.2,18.1,normal,158.9,15.9,lognormal,168.7,0.1
-M.MUH.3.hip.1.null.null.8d.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.7,0.15,normal,132.5,18.3,normal,150.8,17.7,lognormal,160.8,0.1
-M.MUH.3.hip.1.null.null.8d.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,normal,149.1,19.6,normal,170.0,18.9,lognormal,179.3,0.09
-M.MUH.3.hip.1.null.null.8d.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,17.5,normal,157.5,20.6,lognormal,177.9,0.11,lognormal,190.4,0.11
-M.MUH.3.hip.1.null.null.8s.strap.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.0,0.14,lognormal,167.6,0.13,lognormal,191.0,0.11,lognormal,250.0,0.13
-M.MUH.3.hip.1.null.null.8s.strap.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.14,lognormal,136.1,0.13,normal,156.8,16.9,normal,193.0,14.7
-M.MUH.3.hip.1.null.null.8s.strap.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.4,normal,138.0,14.3,normal,154.4,13.5,lognormal,182.6,0.09
-M.MUH.3.hip.1.null.null.8s.strap.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,170.3,0.12,normal,207.5,15.5
-M.MUH.3.hip.1.null.null.8s.strap.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.14,normal,159.7,18.2,normal,182.1,17.0,normal,221.5,16.5
-M.MUH.3.hip.1.null.null.8s.strap.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.13,normal,166.7,18.8,lognormal,191.1,0.11,lognormal,250.0,0.12
-M.MUH.3.hip.1.null.null.8s.strap.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.14,normal,135.7,15.6,normal,157.0,17.0,normal,193.1,14.6
-M.MUH.3.hip.1.null.null.8s.strap.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.3,normal,137.9,14.3,normal,154.3,13.6,lognormal,182.4,0.09
-M.MUH.3.hip.1.null.null.8s.strap.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,170.3,0.12,normal,207.5,15.5
-M.MUH.3.hip.1.null.null.8s.strap.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.14,normal,159.7,18.2,normal,182.1,17.0,normal,221.5,16.5
-M.MUH.3.hip.1.null.null.8s.strap.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.7,normal,182.6,22.5,lognormal,216.9,0.14,lognormal,250.0,0.06
-M.MUH.3.hip.1.null.null.8s.strap.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.0,normal,157.7,18.5,normal,185.7,21.1,normal,234.1,21.6
-M.MUH.3.hip.1.null.null.8s.strap.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.6,normal,152.1,19.8,normal,178.0,21.8,normal,210.5,15.6
-M.MUH.3.hip.1.null.null.8s.strap.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.1,normal,167.0,18.9,normal,197.5,22.2,normal,250.3,19.3
-M.MUH.3.hip.1.null.null.8s.strap.1.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,20.1,lognormal,179.0,0.14,lognormal,211.4,0.14,lognormal,250.0,0.08
-M.MUH.3.hip.1.null.null.8s.strap.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.7,normal,182.6,22.5,lognormal,216.9,0.14,lognormal,250.0,0.06
-M.MUH.3.hip.1.null.null.8s.strap.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.0,0.14,lognormal,158.0,0.13,lognormal,186.2,0.13,normal,222.5,14.8
-M.MUH.3.hip.1.null.null.8s.strap.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.7,normal,151.8,19.5,normal,178.1,22.2,normal,210.7,16.3
-M.MUH.3.hip.1.null.null.8s.strap.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.1,normal,167.0,18.9,normal,197.5,22.2,lognormal,250.0,0.07
-M.MUH.3.hip.1.null.null.8s.strap.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,20.1,lognormal,179.0,0.14,lognormal,211.5,0.14,lognormal,250.0,0.06
-M.MUH.3.hip.1.null.null.8s.tnail.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.6,18.1,lognormal,166.2,0.12,lognormal,182.8,0.09,normal,187.0,14.8
-M.MUH.3.hip.1.null.null.8s.tnail.0.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,136.8,0.13,normal,152.6,14.7,normal,158.1,13.1
-M.MUH.3.hip.1.null.null.8s.tnail.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,15.9,normal,137.7,13.8,lognormal,147.6,0.09,lognormal,149.7,0.09
-M.MUH.3.hip.1.null.null.8s.tnail.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,15.9,lognormal,148.3,0.13,lognormal,164.0,0.1,lognormal,170.4,0.1
-M.MUH.3.hip.1.null.null.8s.tnail.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.4,0.13,normal,159.3,18.2,normal,175.4,15.4,normal,180.1,14.8
-M.MUH.3.hip.1.null.null.8s.tnail.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,17.5,lognormal,165.7,0.12,lognormal,183.2,0.1,lognormal,188.0,0.09
-M.MUH.3.hip.1.null.null.8s.tnail.0.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.14,lognormal,136.8,0.13,normal,152.6,14.7,lognormal,158.2,0.09
-M.MUH.3.hip.1.null.null.8s.tnail.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.8,normal,137.8,14.1,normal,146.9,11.6,normal,148.8,12.2
-M.MUH.3.hip.1.null.null.8s.tnail.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.7,0.14,lognormal,147.9,0.13,lognormal,164.0,0.1,lognormal,170.9,0.1
-M.MUH.3.hip.1.null.null.8s.tnail.0.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.4,0.13,normal,159.1,18.1,normal,175.6,15.3,normal,180.2,14.8
-M.MUH.3.hip.1.null.null.8s.tnail.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.2,0.15,normal,179.0,19.9,lognormal,192.9,0.1,lognormal,196.2,0.11
-M.MUH.3.hip.1.null.null.8s.tnail.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,16.7,normal,155.0,16.0,lognormal,165.7,0.09,normal,168.4,14.9
-M.MUH.3.hip.1.null.null.8s.tnail.1.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,16.4,normal,147.9,17.1,lognormal,157.1,0.1,normal,160.0,15.6
-M.MUH.3.hip.1.null.null.8s.tnail.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,18.2,normal,164.9,18.1,lognormal,175.8,0.09,normal,178.3,15.9
-M.MUH.3.hip.1.null.null.8s.tnail.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.15,normal,173.7,18.3,normal,185.9,16.6,lognormal,189.4,0.1
-M.MUH.3.hip.1.null.null.8s.tnail.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.3,20.8,normal,179.2,19.2,lognormal,193.0,0.1,lognormal,196.1,0.1
-M.MUH.3.hip.1.null.null.8s.tnail.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,16.6,normal,155.6,17.3,normal,166.2,14.6,lognormal,168.9,0.1
-M.MUH.3.hip.1.null.null.8s.tnail.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,16.1,normal,148.4,17.7,lognormal,158.0,0.1,lognormal,160.4,0.1
-M.MUH.3.hip.1.null.null.8s.tnail.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,18.6,normal,165.0,17.7,normal,176.1,15.7,lognormal,178.2,0.09
-M.MUH.3.hip.1.null.null.8s.tnail.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.15,normal,173.8,18.3,normal,185.8,16.6,lognormal,189.4,0.1
-M.SF.1.gab.strap.ows.st.0.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.6,normal,140.8,17.4,normal,160.4,15.8,normal,178.5,17.4
-M.SF.1.gab.strap.ows.st.0.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.1,normal,121.5,14.3,normal,136.9,12.9,lognormal,149.8,0.1
-M.SF.1.gab.strap.ows.st.0.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,13.8,lognormal,114.8,0.14,normal,129.0,12.7,normal,138.3,12.6
-M.SF.1.gab.strap.ows.st.0.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,15.1,lognormal,129.7,0.13,normal,146.6,14.2,lognormal,161.1,0.1
-M.SF.1.gab.strap.ows.st.0.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.8,0.15,normal,136.9,16.7,normal,155.7,15.0,normal,171.7,16.5
-M.SF.1.gab.strap.ows.st.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.8,0.14,lognormal,128.3,0.15,lognormal,146.4,0.13,lognormal,166.9,0.1
-M.SF.1.gab.strap.ows.st.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.6,0.14,lognormal,111.6,0.14,lognormal,126.4,0.12,lognormal,140.2,0.1
-M.SF.1.gab.strap.ows.st.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.2,0.15,lognormal,104.4,0.15,lognormal,118.8,0.13,normal,132.8,12.8
-M.SF.1.gab.strap.ows.st.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.5,0.14,lognormal,118.5,0.14,lognormal,134.6,0.12,normal,150.5,13.6
-M.SF.1.gab.strap.ows.st.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.14,lognormal,124.8,0.14,lognormal,142.1,0.12,lognormal,161.2,0.1
-M.SF.1.gab.strap.ows.st.1.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.5,0.15,lognormal,142.0,0.14,lognormal,163.9,0.12,lognormal,185.0,0.11
-M.SF.1.gab.strap.ows.st.1.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.9,lognormal,124.5,0.14,lognormal,143.7,0.12,normal,159.8,15.7
-M.SF.1.gab.strap.ows.st.1.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,13.9,lognormal,115.5,0.14,lognormal,133.7,0.12,lognormal,151.4,0.12
-M.SF.1.gab.strap.ows.st.1.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.6,0.15,lognormal,131.4,0.14,normal,151.4,16.1,lognormal,170.7,0.11
-M.SF.1.gab.strap.ows.st.1.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.0,16.0,lognormal,138.9,0.14,lognormal,159.3,0.11,lognormal,180.2,0.12
-M.SF.1.gab.strap.ows.st.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.5,0.15,lognormal,128.6,0.14,lognormal,147.6,0.13,lognormal,173.1,0.12
-M.SF.1.gab.strap.ows.st.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.9,0.15,lognormal,113.0,0.15,lognormal,129.8,0.13,lognormal,150.3,0.11
-M.SF.1.gab.strap.ows.st.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.7,0.15,lognormal,104.8,0.15,lognormal,120.3,0.13,lognormal,142.1,0.12
-M.SF.1.gab.strap.ows.st.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,lognormal,119.1,0.15,lognormal,136.6,0.13,lognormal,159.7,0.11
-M.SF.1.gab.strap.ows.st.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.3,0.15,lognormal,125.4,0.15,lognormal,144.1,0.13,lognormal,168.2,0.11
-M.SF.1.gab.strap.ows.su.0.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,18.0,lognormal,165.4,0.12,normal,187.6,19.2,normal,214.3,25.6
-M.SF.1.gab.strap.ows.su.0.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.14,lognormal,138.0,0.12,normal,153.6,15.3,lognormal,168.4,0.11
-M.SF.1.gab.strap.ows.su.0.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.5,0.15,normal,132.7,14.6,lognormal,142.4,0.11,lognormal,149.4,0.11
-M.SF.1.gab.strap.ows.su.0.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.5,0.14,lognormal,149.2,0.12,lognormal,167.9,0.11,normal,184.8,19.6
-M.SF.1.gab.strap.ows.su.0.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,17.5,normal,159.5,17.7,normal,180.1,18.0,normal,202.2,22.9
-M.SF.1.gab.strap.ows.su.0.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,18.0,lognormal,165.4,0.12,normal,187.6,19.2,normal,214.3,25.6
-M.SF.1.gab.strap.ows.su.0.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.14,lognormal,138.0,0.12,normal,153.6,15.3,lognormal,168.4,0.11
-M.SF.1.gab.strap.ows.su.0.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.5,0.15,normal,132.7,14.6,lognormal,142.4,0.11,lognormal,149.4,0.11
-M.SF.1.gab.strap.ows.su.0.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.5,0.14,lognormal,149.2,0.12,lognormal,167.9,0.11,normal,184.8,19.6
-M.SF.1.gab.strap.ows.su.0.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,17.5,normal,159.5,17.7,normal,180.1,18.0,normal,202.2,22.9
-M.SF.1.gab.strap.ows.su.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.1,18.3,lognormal,159.5,0.12,lognormal,175.3,0.1,normal,181.8,16.6
-M.SF.1.gab.strap.ows.su.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,17.1,normal,134.0,14.5,normal,143.7,14.1,lognormal,146.8,0.11
-M.SF.1.gab.strap.ows.su.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,14.9,normal,128.2,14.3,normal,136.1,13.4,normal,138.9,14.7
-M.SF.1.gab.strap.ows.su.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.3,17.9,normal,143.9,15.4,lognormal,155.6,0.1,lognormal,160.0,0.11
-M.SF.1.gab.strap.ows.su.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,normal,150.2,18.7,lognormal,154.4,0.12,lognormal,168.3,0.1,lognormal,174.6,0.11
-M.SF.1.gab.strap.ows.su.1.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.5,0.15,normal,176.7,23.0,normal,209.8,25.0,lognormal,250.0,0.12
-M.SF.1.gab.strap.ows.su.1.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.5,normal,154.0,19.4,lognormal,177.8,0.12,lognormal,195.3,0.12
-M.SF.1.gab.strap.ows.su.1.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,16.1,normal,144.5,19.1,lognormal,166.2,0.13,normal,180.0,19.1
-M.SF.1.gab.strap.ows.su.1.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.2,0.15,normal,163.4,21.0,normal,190.5,22.4,normal,211.0,21.1
-M.SF.1.gab.strap.ows.su.1.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.2,0.15,normal,172.1,21.8,normal,203.8,24.5,normal,225.0,19.0
-M.SF.1.gab.strap.ows.su.1.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.5,0.15,normal,176.7,23.0,normal,209.8,25.0,lognormal,250.0,0.12
-M.SF.1.gab.strap.ows.su.1.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.5,normal,154.0,19.4,lognormal,177.8,0.12,lognormal,195.3,0.12
-M.SF.1.gab.strap.ows.su.1.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,16.1,normal,144.5,19.1,lognormal,166.2,0.13,normal,180.0,19.1
-M.SF.1.gab.strap.ows.su.1.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.2,0.15,normal,163.4,21.0,normal,190.5,22.4,normal,211.0,21.1
-M.SF.1.gab.strap.ows.su.1.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.2,0.15,normal,172.1,21.8,normal,203.8,24.5,normal,225.0,19.0
-M.SF.1.gab.strap.ows.su.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,165.5,0.14,lognormal,166.4,0.14,lognormal,188.7,0.12,normal,206.8,20.3
-M.SF.1.gab.strap.ows.su.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.3,0.14,normal,144.7,18.0,lognormal,161.4,0.12,normal,175.9,21.2
-M.SF.1.gab.strap.ows.su.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.3,0.14,lognormal,135.4,0.14,lognormal,153.5,0.12,normal,168.8,16.9
-M.SF.1.gab.strap.ows.su.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,153.0,0.14,lognormal,153.8,0.14,lognormal,172.5,0.12,normal,188.1,20.9
-M.SF.1.gab.strap.ows.su.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,161.5,0.14,lognormal,162.2,0.14,normal,181.4,19.1,normal,200.2,21.5
-M.SF.1.gab.strap.trs.6d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,16.9,normal,143.1,16.5,lognormal,163.7,0.1,normal,181.1,16.5
-M.SF.1.gab.strap.trs.6d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.0,normal,122.2,13.8,normal,137.7,12.6,normal,151.6,13.7
-M.SF.1.gab.strap.trs.6d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.6,0.16,normal,116.5,14.3,lognormal,130.3,0.1,normal,139.2,12.5
-M.SF.1.gab.strap.trs.6d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,14.7,normal,130.5,14.6,lognormal,148.2,0.1,lognormal,163.6,0.1
-M.SF.1.gab.strap.trs.6d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,lognormal,139.2,0.13,normal,157.9,14.5,lognormal,175.4,0.1
-M.SF.1.gab.strap.trs.6d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,16.8,normal,143.0,16.8,normal,163.3,15.7,normal,181.1,16.2
-M.SF.1.gab.strap.trs.6d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,13.9,normal,122.3,13.7,normal,137.7,12.8,normal,150.8,13.6
-M.SF.1.gab.strap.trs.6d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,13.7,normal,116.5,14.1,normal,130.5,12.4,normal,139.5,12.6
-M.SF.1.gab.strap.trs.6d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.9,normal,130.1,14.3,lognormal,147.9,0.1,lognormal,163.7,0.1
-M.SF.1.gab.strap.trs.6d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,15.5,normal,138.5,16.0,lognormal,158.1,0.1,normal,176.8,17.3
-M.SF.1.gab.strap.trs.6d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.5,normal,144.2,16.4,lognormal,163.7,0.1,normal,188.9,18.6
-M.SF.1.gab.strap.trs.6d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.2,0.14,normal,121.9,13.0,normal,136.9,12.1,normal,154.8,13.6
-M.SF.1.gab.strap.trs.6d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,13.9,normal,116.8,13.3,normal,128.7,11.3,normal,139.3,12.2
-M.SF.1.gab.strap.trs.6d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.6,normal,130.2,13.6,normal,147.1,12.8,normal,167.9,15.0
-M.SF.1.gab.strap.trs.6d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.2,0.15,normal,139.7,15.8,normal,158.5,14.6,normal,180.1,16.1
-M.SF.1.gab.strap.trs.6d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.5,normal,144.0,16.4,lognormal,163.8,0.1,lognormal,188.7,0.11
-M.SF.1.gab.strap.trs.6d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,13.5,normal,122.3,13.0,normal,136.6,11.8,normal,154.1,13.5
-M.SF.1.gab.strap.trs.6d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.1,0.15,lognormal,117.3,0.13,lognormal,128.9,0.09,normal,139.3,12.3
-M.SF.1.gab.strap.trs.6d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.8,normal,130.5,13.9,normal,147.6,13.4,lognormal,167.5,0.09
-M.SF.1.gab.strap.trs.6d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,15.9,normal,139.0,15.2,normal,157.9,14.2,normal,180.1,15.5
-M.SF.1.gab.strap.trs.6d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.9,lognormal,143.7,0.12,normal,161.8,14.2,lognormal,184.6,0.1
-M.SF.1.gab.strap.trs.6d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,12.8,normal,121.2,13.0,normal,135.0,11.9,lognormal,153.5,0.1
-M.SF.1.gab.strap.trs.6d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.14,normal,114.8,13.2,normal,127.0,11.9,lognormal,139.4,0.1
-M.SF.1.gab.strap.trs.6d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.8,normal,129.5,13.7,lognormal,145.6,0.1,lognormal,164.9,0.1
-M.SF.1.gab.strap.trs.6d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.3,14.8,lognormal,156.3,0.1,lognormal,178.9,0.11
-M.SF.1.gab.strap.trs.6d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.3,0.14,normal,143.8,16.7,normal,161.6,14.3,lognormal,185.1,0.1
-M.SF.1.gab.strap.trs.6d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.5,0.13,lognormal,120.9,0.11,lognormal,135.0,0.09,normal,153.4,13.8
-M.SF.1.gab.strap.trs.6d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.3,0.14,normal,114.7,13.1,lognormal,126.9,0.1,lognormal,139.3,0.1
-M.SF.1.gab.strap.trs.6d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,14.0,normal,129.5,13.4,lognormal,146.1,0.1,lognormal,165.4,0.1
-M.SF.1.gab.strap.trs.6d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.9,0.14,normal,138.2,14.8,normal,155.9,13.9,lognormal,177.2,0.1
-M.SF.1.gab.strap.trs.6d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,16.9,normal,143.1,16.5,lognormal,163.7,0.1,normal,181.1,16.5
-M.SF.1.gab.strap.trs.6d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.0,normal,122.2,13.8,normal,137.7,12.6,normal,151.6,13.7
-M.SF.1.gab.strap.trs.6d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.6,0.16,normal,116.5,14.3,lognormal,130.3,0.1,normal,139.2,12.5
-M.SF.1.gab.strap.trs.6d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,14.7,normal,130.5,14.6,lognormal,148.2,0.1,lognormal,163.6,0.1
-M.SF.1.gab.strap.trs.6d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,lognormal,139.2,0.13,normal,157.9,14.5,lognormal,175.4,0.1
-M.SF.1.gab.strap.trs.6d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,16.8,normal,143.0,16.8,normal,163.3,15.7,normal,181.1,16.2
-M.SF.1.gab.strap.trs.6d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,13.9,normal,122.3,13.7,normal,137.7,12.8,normal,150.8,13.6
-M.SF.1.gab.strap.trs.6d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,13.7,normal,116.5,14.1,normal,130.5,12.4,normal,139.5,12.6
-M.SF.1.gab.strap.trs.6d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.9,normal,130.1,14.3,lognormal,147.9,0.1,lognormal,163.7,0.1
-M.SF.1.gab.strap.trs.6d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,15.5,normal,138.5,16.0,lognormal,158.1,0.1,normal,176.8,17.3
-M.SF.1.gab.strap.trs.6d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.5,normal,144.2,16.4,lognormal,163.7,0.1,normal,188.9,18.6
-M.SF.1.gab.strap.trs.6d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.2,0.14,normal,121.9,13.0,normal,136.9,12.1,normal,154.8,13.6
-M.SF.1.gab.strap.trs.6d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,13.9,normal,116.8,13.3,normal,128.7,11.3,normal,139.3,12.2
-M.SF.1.gab.strap.trs.6d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.6,normal,130.2,13.6,normal,147.1,12.8,normal,167.9,15.0
-M.SF.1.gab.strap.trs.6d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.2,0.15,normal,139.7,15.8,normal,158.5,14.6,normal,180.1,16.1
-M.SF.1.gab.strap.trs.6d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.5,normal,144.0,16.4,lognormal,163.8,0.1,lognormal,188.7,0.11
-M.SF.1.gab.strap.trs.6d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,13.5,normal,122.3,13.0,normal,136.6,11.8,normal,154.1,13.5
-M.SF.1.gab.strap.trs.6d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.1,0.15,lognormal,117.3,0.13,lognormal,128.9,0.09,normal,139.3,12.3
-M.SF.1.gab.strap.trs.6d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.8,normal,130.5,13.9,normal,147.6,13.4,lognormal,167.5,0.09
-M.SF.1.gab.strap.trs.6d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,15.9,normal,139.0,15.2,normal,157.9,14.2,normal,180.1,15.5
-M.SF.1.gab.strap.trs.6d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.9,lognormal,143.7,0.12,normal,161.8,14.2,lognormal,184.6,0.1
-M.SF.1.gab.strap.trs.6d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,12.8,normal,121.2,13.0,normal,135.0,11.9,lognormal,153.5,0.1
-M.SF.1.gab.strap.trs.6d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.14,normal,114.8,13.2,normal,127.0,11.9,lognormal,139.4,0.1
-M.SF.1.gab.strap.trs.6d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.8,normal,129.5,13.7,lognormal,145.6,0.1,lognormal,164.9,0.1
-M.SF.1.gab.strap.trs.6d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.3,14.8,lognormal,156.3,0.1,lognormal,178.9,0.11
-M.SF.1.gab.strap.trs.6d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.3,0.14,normal,143.8,16.7,normal,161.6,14.3,lognormal,185.1,0.1
-M.SF.1.gab.strap.trs.6d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.5,0.13,lognormal,120.9,0.11,lognormal,135.0,0.09,normal,153.4,13.8
-M.SF.1.gab.strap.trs.6d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.3,0.14,normal,114.7,13.1,lognormal,126.9,0.1,lognormal,139.3,0.1
-M.SF.1.gab.strap.trs.6d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,14.0,normal,129.5,13.4,lognormal,146.1,0.1,lognormal,165.4,0.1
-M.SF.1.gab.strap.trs.6d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.9,0.14,normal,138.2,14.8,normal,155.9,13.9,lognormal,177.2,0.1
-M.SF.1.gab.strap.trs.6d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,lognormal,145.5,0.14,lognormal,168.5,0.11,lognormal,190.8,0.11
-M.SF.1.gab.strap.trs.6d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.7,0.15,normal,127.7,16.4,lognormal,147.3,0.11,lognormal,163.7,0.1
-M.SF.1.gab.strap.trs.6d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.0,0.16,lognormal,118.5,0.14,normal,138.3,15.9,normal,157.7,16.5
-M.SF.1.gab.strap.trs.6d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.9,lognormal,135.3,0.14,normal,156.0,16.3,lognormal,174.4,0.1
-M.SF.1.gab.strap.trs.6d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,16.7,normal,141.4,17.7,normal,163.9,16.7,lognormal,187.2,0.11
-M.SF.1.gab.strap.trs.6d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,17.1,lognormal,146.0,0.14,lognormal,169.3,0.12,normal,190.2,18.7
-M.SF.1.gab.strap.trs.6d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,15.2,normal,128.0,17.0,normal,147.2,15.3,lognormal,164.2,0.1
-M.SF.1.gab.strap.trs.6d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.0,0.16,lognormal,118.6,0.14,lognormal,138.3,0.12,normal,158.0,16.5
-M.SF.1.gab.strap.trs.6d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,16.0,normal,134.6,17.0,lognormal,157.0,0.12,lognormal,174.5,0.1
-M.SF.1.gab.strap.trs.6d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.16,normal,142.4,18.5,lognormal,164.4,0.11,lognormal,185.9,0.11
-M.SF.1.gab.strap.trs.6d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.15,normal,146.8,17.7,lognormal,170.6,0.12,lognormal,195.5,0.11
-M.SF.1.gab.strap.trs.6d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,15.1,normal,129.0,16.1,lognormal,149.4,0.12,lognormal,169.0,0.1
-M.SF.1.gab.strap.trs.6d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.16,normal,120.3,15.7,normal,138.7,14.9,normal,161.5,17.1
-M.SF.1.gab.strap.trs.6d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.0,0.16,normal,135.8,16.4,normal,157.5,17.0,normal,180.4,17.6
-M.SF.1.gab.strap.trs.6d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.1,15.9,lognormal,143.5,0.14,normal,165.6,17.7,normal,190.2,18.5
-M.SF.1.gab.strap.trs.6d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,146.6,17.5,normal,169.8,17.7,normal,194.3,18.9
-M.SF.1.gab.strap.trs.6d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,14.8,lognormal,129.7,0.14,lognormal,148.6,0.11,normal,169.6,16.5
-M.SF.1.gab.strap.trs.6d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,14.1,lognormal,120.3,0.14,lognormal,139.9,0.12,normal,162.3,17.1
-M.SF.1.gab.strap.trs.6d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.8,normal,136.1,16.6,normal,156.8,16.5,normal,179.9,16.6
-M.SF.1.gab.strap.trs.6d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,16.7,lognormal,143.0,0.13,normal,165.0,16.8,lognormal,190.3,0.1
-M.SF.1.gab.strap.trs.6d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,lognormal,145.5,0.14,lognormal,168.5,0.11,lognormal,190.8,0.11
-M.SF.1.gab.strap.trs.6d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.7,0.15,normal,127.7,16.4,lognormal,147.3,0.11,lognormal,163.7,0.1
-M.SF.1.gab.strap.trs.6d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.0,0.16,lognormal,118.5,0.14,normal,138.3,15.9,normal,157.7,16.5
-M.SF.1.gab.strap.trs.6d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.9,lognormal,135.3,0.14,normal,156.0,16.3,lognormal,174.4,0.1
-M.SF.1.gab.strap.trs.6d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,16.7,normal,141.4,17.7,normal,163.9,16.7,lognormal,187.2,0.11
-M.SF.1.gab.strap.trs.6d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,17.1,lognormal,146.0,0.14,lognormal,169.3,0.12,normal,190.2,18.7
-M.SF.1.gab.strap.trs.6d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,15.2,normal,128.0,17.0,normal,147.2,15.3,lognormal,164.2,0.1
-M.SF.1.gab.strap.trs.6d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.0,0.16,lognormal,118.6,0.14,lognormal,138.3,0.12,normal,158.0,16.5
-M.SF.1.gab.strap.trs.6d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,16.0,normal,134.6,17.0,lognormal,157.0,0.12,lognormal,174.5,0.1
-M.SF.1.gab.strap.trs.6d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.16,normal,142.4,18.5,lognormal,164.4,0.11,lognormal,185.9,0.11
-M.SF.1.gab.strap.trs.6d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.15,normal,146.8,17.7,lognormal,170.6,0.12,lognormal,195.5,0.11
-M.SF.1.gab.strap.trs.6d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,15.1,normal,129.0,16.1,lognormal,149.4,0.12,lognormal,169.0,0.1
-M.SF.1.gab.strap.trs.6d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.16,normal,120.3,15.7,normal,138.7,14.9,normal,161.5,17.1
-M.SF.1.gab.strap.trs.6d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.0,0.16,normal,135.8,16.4,normal,157.5,17.0,normal,180.4,17.6
-M.SF.1.gab.strap.trs.6d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.1,15.9,lognormal,143.5,0.14,normal,165.6,17.7,normal,190.2,18.5
-M.SF.1.gab.strap.trs.6d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,146.6,17.5,normal,169.8,17.7,normal,194.3,18.9
-M.SF.1.gab.strap.trs.6d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,14.8,lognormal,129.7,0.14,lognormal,148.6,0.11,normal,169.6,16.5
-M.SF.1.gab.strap.trs.6d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,14.1,lognormal,120.3,0.14,lognormal,139.9,0.12,normal,162.3,17.1
-M.SF.1.gab.strap.trs.6d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.8,normal,136.1,16.6,normal,156.8,16.5,normal,179.9,16.6
-M.SF.1.gab.strap.trs.6d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,16.7,lognormal,143.0,0.13,normal,165.0,16.8,lognormal,190.3,0.1
-M.SF.1.gab.strap.trs.6s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,17.5,normal,160.1,16.7,lognormal,183.8,0.11,normal,206.4,22.6
-M.SF.1.gab.strap.trs.6s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,14.6,normal,131.7,13.6,normal,147.8,14.5,lognormal,164.4,0.11
-M.SF.1.gab.strap.trs.6s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.2,normal,130.0,14.0,lognormal,139.9,0.11,normal,147.7,15.8
-M.SF.1.gab.strap.trs.6s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.3,lognormal,143.3,0.12,normal,161.1,15.5,lognormal,181.1,0.12
-M.SF.1.gab.strap.trs.6s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.6,normal,154.3,16.3,normal,174.8,17.4,lognormal,195.6,0.11
-M.SF.1.gab.strap.trs.6s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.5,normal,159.4,16.0,normal,183.8,19.5,normal,206.1,22.3
-M.SF.1.gab.strap.trs.6s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.1,0.14,lognormal,131.4,0.11,lognormal,147.7,0.11,normal,164.7,17.7
-M.SF.1.gab.strap.trs.6s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.9,normal,130.5,14.8,lognormal,139.2,0.1,lognormal,146.8,0.11
-M.SF.1.gab.strap.trs.6s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,15.1,lognormal,142.9,0.12,normal,161.0,15.0,normal,180.3,19.0
-M.SF.1.gab.strap.trs.6s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,16.3,normal,154.2,16.5,normal,176.0,18.2,lognormal,196.8,0.12
-M.SF.1.gab.strap.trs.6s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.4,normal,158.0,15.8,normal,177.5,17.6,normal,202.7,20.3
-M.SF.1.gab.strap.trs.6s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.2,lognormal,129.2,0.11,normal,142.8,14.1,lognormal,161.8,0.11
-M.SF.1.gab.strap.trs.6s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,14.8,normal,128.2,13.3,normal,135.5,13.0,lognormal,144.5,0.11
-M.SF.1.gab.strap.trs.6s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,lognormal,140.0,0.11,normal,155.4,15.0,normal,176.5,16.7
-M.SF.1.gab.strap.trs.6s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,151.6,15.7,lognormal,170.0,0.11,normal,193.9,18.8
-M.SF.1.gab.strap.trs.6s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.2,0.13,normal,158.0,15.9,lognormal,177.3,0.11,lognormal,204.3,0.12
-M.SF.1.gab.strap.trs.6s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.2,lognormal,129.1,0.11,lognormal,142.9,0.11,normal,161.0,15.3
-M.SF.1.gab.strap.trs.6s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.6,normal,127.9,13.0,lognormal,135.6,0.1,lognormal,145.2,0.11
-M.SF.1.gab.strap.trs.6s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,14.8,normal,139.9,14.1,lognormal,155.6,0.1,lognormal,177.0,0.11
-M.SF.1.gab.strap.trs.6s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.0,lognormal,151.6,0.11,lognormal,169.9,0.11,normal,194.1,19.3
-M.SF.1.gab.strap.trs.6s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.4,normal,158.0,15.8,normal,177.5,17.6,normal,202.7,20.3
-M.SF.1.gab.strap.trs.6s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.2,lognormal,129.2,0.11,normal,142.8,14.1,lognormal,161.8,0.11
-M.SF.1.gab.strap.trs.6s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,14.8,normal,128.2,13.3,normal,135.5,13.0,lognormal,144.5,0.11
-M.SF.1.gab.strap.trs.6s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,lognormal,140.0,0.11,normal,155.4,15.0,normal,176.5,16.7
-M.SF.1.gab.strap.trs.6s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,151.6,15.7,lognormal,170.0,0.11,normal,193.9,18.8
-M.SF.1.gab.strap.trs.6s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.2,0.13,normal,158.0,15.9,lognormal,177.3,0.11,lognormal,204.3,0.12
-M.SF.1.gab.strap.trs.6s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.2,lognormal,129.1,0.11,lognormal,142.9,0.11,normal,161.0,15.3
-M.SF.1.gab.strap.trs.6s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.6,normal,127.9,13.0,lognormal,135.6,0.1,lognormal,145.2,0.11
-M.SF.1.gab.strap.trs.6s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,14.8,normal,139.9,14.1,lognormal,155.6,0.1,lognormal,177.0,0.11
-M.SF.1.gab.strap.trs.6s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.0,lognormal,151.6,0.11,lognormal,169.9,0.11,normal,194.1,19.3
-M.SF.1.gab.strap.trs.6s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,17.5,normal,160.1,16.7,lognormal,183.8,0.11,normal,206.4,22.6
-M.SF.1.gab.strap.trs.6s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,14.6,normal,131.7,13.6,normal,147.8,14.5,lognormal,164.4,0.11
-M.SF.1.gab.strap.trs.6s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.2,normal,130.0,14.0,lognormal,139.9,0.11,normal,147.7,15.8
-M.SF.1.gab.strap.trs.6s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.3,lognormal,143.3,0.12,normal,161.1,15.5,lognormal,181.1,0.12
-M.SF.1.gab.strap.trs.6s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.6,normal,154.3,16.3,normal,174.8,17.4,lognormal,195.6,0.11
-M.SF.1.gab.strap.trs.6s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.5,normal,159.4,16.0,normal,183.8,19.5,normal,206.1,22.3
-M.SF.1.gab.strap.trs.6s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.1,0.14,lognormal,131.4,0.11,lognormal,147.7,0.11,normal,164.7,17.7
-M.SF.1.gab.strap.trs.6s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.9,normal,130.5,14.8,lognormal,139.2,0.1,lognormal,146.8,0.11
-M.SF.1.gab.strap.trs.6s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,15.1,lognormal,142.9,0.12,normal,161.0,15.0,normal,180.3,19.0
-M.SF.1.gab.strap.trs.6s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,16.3,normal,154.2,16.5,normal,176.0,18.2,lognormal,196.8,0.12
-M.SF.1.gab.strap.trs.6s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.4,normal,158.0,15.8,normal,177.5,17.6,normal,202.7,20.3
-M.SF.1.gab.strap.trs.6s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.2,lognormal,129.2,0.11,normal,142.8,14.1,lognormal,161.8,0.11
-M.SF.1.gab.strap.trs.6s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,14.8,normal,128.2,13.3,normal,135.5,13.0,lognormal,144.5,0.11
-M.SF.1.gab.strap.trs.6s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,lognormal,140.0,0.11,normal,155.4,15.0,normal,176.5,16.7
-M.SF.1.gab.strap.trs.6s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,151.6,15.7,lognormal,170.0,0.11,normal,193.9,18.8
-M.SF.1.gab.strap.trs.6s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.2,0.13,normal,158.0,15.9,lognormal,177.3,0.11,lognormal,204.3,0.12
-M.SF.1.gab.strap.trs.6s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.2,lognormal,129.1,0.11,lognormal,142.9,0.11,normal,161.0,15.3
-M.SF.1.gab.strap.trs.6s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.6,normal,127.9,13.0,lognormal,135.6,0.1,lognormal,145.2,0.11
-M.SF.1.gab.strap.trs.6s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,14.8,normal,139.9,14.1,lognormal,155.6,0.1,lognormal,177.0,0.11
-M.SF.1.gab.strap.trs.6s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.0,lognormal,151.6,0.11,lognormal,169.9,0.11,normal,194.1,19.3
-M.SF.1.gab.strap.trs.6s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.4,normal,158.0,15.8,normal,177.5,17.6,normal,202.7,20.3
-M.SF.1.gab.strap.trs.6s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.2,lognormal,129.2,0.11,normal,142.8,14.1,lognormal,161.8,0.11
-M.SF.1.gab.strap.trs.6s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,14.8,normal,128.2,13.3,normal,135.5,13.0,lognormal,144.5,0.11
-M.SF.1.gab.strap.trs.6s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,lognormal,140.0,0.11,normal,155.4,15.0,normal,176.5,16.7
-M.SF.1.gab.strap.trs.6s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,151.6,15.7,lognormal,170.0,0.11,normal,193.9,18.8
-M.SF.1.gab.strap.trs.6s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.2,0.13,normal,158.0,15.9,lognormal,177.3,0.11,lognormal,204.3,0.12
-M.SF.1.gab.strap.trs.6s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.2,lognormal,129.1,0.11,lognormal,142.9,0.11,normal,161.0,15.3
-M.SF.1.gab.strap.trs.6s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.6,normal,127.9,13.0,lognormal,135.6,0.1,lognormal,145.2,0.11
-M.SF.1.gab.strap.trs.6s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,14.8,normal,139.9,14.1,lognormal,155.6,0.1,lognormal,177.0,0.11
-M.SF.1.gab.strap.trs.6s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.0,lognormal,151.6,0.11,lognormal,169.9,0.11,normal,194.1,19.3
-M.SF.1.gab.strap.trs.6s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.8,0.15,normal,174.9,22.1,lognormal,208.5,0.14,lognormal,250.0,0.13
-M.SF.1.gab.strap.trs.6s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.8,normal,151.1,18.8,normal,174.0,18.4,lognormal,191.5,0.12
-M.SF.1.gab.strap.trs.6s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,15.9,normal,142.7,18.8,normal,168.7,20.4,normal,190.9,21.3
-M.SF.1.gab.strap.trs.6s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,17.8,normal,161.0,19.9,normal,187.7,20.0,lognormal,206.1,0.1
-M.SF.1.gab.strap.trs.6s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,19.3,normal,170.3,21.3,normal,198.0,20.5,normal,219.6,18.3
-M.SF.1.gab.strap.trs.6s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,18.7,normal,174.6,21.5,normal,205.8,23.3,normal,247.7,25.8
-M.SF.1.gab.strap.trs.6s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,17.0,normal,151.4,18.4,normal,175.4,19.0,lognormal,192.8,0.12
-M.SF.1.gab.strap.trs.6s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.3,0.16,normal,142.8,18.9,lognormal,168.3,0.13,normal,192.5,22.9
-M.SF.1.gab.strap.trs.6s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,17.8,normal,160.1,19.5,normal,188.3,20.7,normal,206.3,19.7
-M.SF.1.gab.strap.trs.6s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,19.5,normal,170.4,21.6,normal,198.7,20.4,lognormal,224.4,0.1
-M.SF.1.gab.strap.trs.6s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.4,19.8,normal,176.3,21.2,normal,205.6,22.0,normal,247.6,26.3
-M.SF.1.gab.strap.trs.6s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,17.4,normal,151.1,17.5,lognormal,171.9,0.11,lognormal,192.7,0.12
-M.SF.1.gab.strap.trs.6s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,15.7,normal,144.0,18.6,normal,170.0,21.4,normal,188.6,20.6
-M.SF.1.gab.strap.trs.6s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.0,0.15,normal,160.5,18.2,normal,184.7,18.6,normal,209.9,21.1
-M.SF.1.gab.strap.trs.6s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,18.3,normal,171.2,21.6,normal,198.3,21.5,normal,220.8,17.6
-M.SF.1.gab.strap.trs.6s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.2,0.15,normal,177.5,22.4,normal,206.3,23.2,lognormal,250.0,0.13
-M.SF.1.gab.strap.trs.6s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.5,normal,151.3,17.7,lognormal,172.5,0.11,normal,191.8,20.1
-M.SF.1.gab.strap.trs.6s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,15.9,normal,144.6,18.8,normal,169.7,20.6,normal,187.9,20.8
-M.SF.1.gab.strap.trs.6s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.6,0.15,normal,160.5,18.6,normal,185.5,19.6,normal,212.9,23.8
-M.SF.1.gab.strap.trs.6s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,18.3,normal,171.9,21.8,lognormal,200.0,0.12,normal,224.9,20.1
-M.SF.1.gab.strap.trs.6s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.8,0.15,normal,174.9,22.1,lognormal,208.5,0.14,lognormal,250.0,0.13
-M.SF.1.gab.strap.trs.6s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.8,normal,151.1,18.8,normal,174.0,18.4,lognormal,191.5,0.12
-M.SF.1.gab.strap.trs.6s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,15.9,normal,142.7,18.8,normal,168.7,20.4,normal,190.9,21.3
-M.SF.1.gab.strap.trs.6s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,17.8,normal,161.0,19.9,normal,187.7,20.0,lognormal,206.1,0.1
-M.SF.1.gab.strap.trs.6s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,19.3,normal,170.3,21.3,normal,198.0,20.5,normal,219.6,18.3
-M.SF.1.gab.strap.trs.6s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,18.7,normal,174.6,21.5,normal,205.8,23.3,normal,247.7,25.8
-M.SF.1.gab.strap.trs.6s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,17.0,normal,151.4,18.4,normal,175.4,19.0,lognormal,192.8,0.12
-M.SF.1.gab.strap.trs.6s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.3,0.16,normal,142.8,18.9,lognormal,168.3,0.13,normal,192.5,22.9
-M.SF.1.gab.strap.trs.6s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,17.8,normal,160.1,19.5,normal,188.3,20.7,normal,206.3,19.7
-M.SF.1.gab.strap.trs.6s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,19.5,normal,170.4,21.6,normal,198.7,20.4,lognormal,224.4,0.1
-M.SF.1.gab.strap.trs.6s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.4,19.8,normal,176.3,21.2,normal,205.6,22.0,normal,247.6,26.3
-M.SF.1.gab.strap.trs.6s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,17.4,normal,151.1,17.5,lognormal,171.9,0.11,lognormal,192.7,0.12
-M.SF.1.gab.strap.trs.6s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,15.7,normal,144.0,18.6,normal,170.0,21.4,normal,188.6,20.6
-M.SF.1.gab.strap.trs.6s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.0,0.15,normal,160.5,18.2,normal,184.7,18.6,normal,209.9,21.1
-M.SF.1.gab.strap.trs.6s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,18.3,normal,171.2,21.6,normal,198.3,21.5,normal,220.8,17.6
-M.SF.1.gab.strap.trs.6s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.2,0.15,normal,177.5,22.4,normal,206.3,23.2,lognormal,250.0,0.13
-M.SF.1.gab.strap.trs.6s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.5,normal,151.3,17.7,lognormal,172.5,0.11,normal,191.8,20.1
-M.SF.1.gab.strap.trs.6s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,15.9,normal,144.6,18.8,normal,169.7,20.6,normal,187.9,20.8
-M.SF.1.gab.strap.trs.6s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.6,0.15,normal,160.5,18.6,normal,185.5,19.6,normal,212.9,23.8
-M.SF.1.gab.strap.trs.6s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,18.3,normal,171.9,21.8,lognormal,200.0,0.12,normal,224.9,20.1
-M.SF.1.gab.strap.trs.8d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,normal,150.1,18.6,normal,174.1,18.4,normal,206.4,23.0
-M.SF.1.gab.strap.trs.8d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.0,normal,126.0,13.9,normal,144.6,14.1,lognormal,164.5,0.12
-M.SF.1.gab.strap.trs.8d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.5,0.15,normal,121.8,15.5,normal,135.4,13.2,lognormal,147.1,0.11
-M.SF.1.gab.strap.trs.8d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,14.8,normal,135.8,16.0,normal,156.1,15.4,normal,180.8,19.5
-M.SF.1.gab.strap.trs.8d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.7,0.15,normal,145.7,18.2,lognormal,168.0,0.11,normal,197.5,22.6
-M.SF.1.gab.strap.trs.8d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,17.0,normal,150.2,18.8,normal,174.3,18.5,normal,205.9,23.1
-M.SF.1.gab.strap.trs.8d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.2,0.15,normal,125.8,13.9,normal,144.5,14.3,lognormal,165.4,0.12
-M.SF.1.gab.strap.trs.8d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.5,0.15,normal,121.9,15.8,lognormal,136.4,0.11,lognormal,147.0,0.11
-M.SF.1.gab.strap.trs.8d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,14.6,normal,135.8,16.3,normal,156.5,15.2,normal,180.0,18.4
-M.SF.1.gab.strap.trs.8d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,normal,144.6,17.4,normal,168.6,17.7,normal,198.4,22.9
-M.SF.1.gab.strap.trs.8d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.6,normal,149.2,17.3,lognormal,172.9,0.11,normal,201.9,21.0
-M.SF.1.gab.strap.trs.8d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.0,normal,124.8,13.1,lognormal,140.2,0.1,normal,161.7,17.0
-M.SF.1.gab.strap.trs.8d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,13.9,normal,121.9,14.7,normal,133.3,12.8,lognormal,144.8,0.11
-M.SF.1.gab.strap.trs.8d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.9,normal,134.2,14.6,normal,152.9,15.1,normal,177.0,17.5
-M.SF.1.gab.strap.trs.8d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.2,0.15,normal,144.7,16.9,normal,164.8,16.2,normal,194.0,19.6
-M.SF.1.gab.strap.trs.8d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,16.5,normal,149.8,18.0,normal,172.2,16.8,normal,202.7,20.9
-M.SF.1.gab.strap.trs.8d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.8,normal,124.5,13.0,lognormal,140.8,0.1,normal,161.1,15.6
-M.SF.1.gab.strap.trs.8d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,13.9,normal,121.4,14.5,normal,133.6,13.1,lognormal,144.5,0.11
-M.SF.1.gab.strap.trs.8d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,14.6,normal,134.3,15.0,normal,153.0,15.2,normal,178.0,18.0
-M.SF.1.gab.strap.trs.8d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.0,0.15,normal,144.1,16.2,lognormal,164.1,0.1,normal,194.2,20.9
-M.SF.1.gab.strap.trs.8d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.0,0.15,normal,149.4,17.8,normal,172.8,17.7,normal,203.4,20.3
-M.SF.1.gab.strap.trs.8d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,12.9,normal,125.0,13.4,normal,141.3,13.6,normal,163.5,17.8
-M.SF.1.gab.strap.trs.8d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.5,0.14,normal,121.9,15.1,normal,134.4,13.4,lognormal,148.9,0.13
-M.SF.1.gab.strap.trs.8d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.6,normal,134.2,14.8,normal,152.6,15.0,lognormal,178.7,0.11
-M.SF.1.gab.strap.trs.8d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,143.9,16.3,lognormal,165.1,0.11,normal,193.9,18.5
-M.SF.1.gab.strap.trs.8d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,15.7,normal,149.2,17.4,normal,172.5,17.4,normal,202.3,19.6
-M.SF.1.gab.strap.trs.8d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,12.8,normal,124.8,13.2,normal,140.8,13.4,lognormal,162.8,0.11
-M.SF.1.gab.strap.trs.8d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.14,normal,121.9,15.0,normal,134.8,13.4,lognormal,148.6,0.13
-M.SF.1.gab.strap.trs.8d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,normal,134.4,15.0,normal,153.5,15.4,normal,178.7,17.4
-M.SF.1.gab.strap.trs.8d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.6,0.14,normal,144.0,16.7,normal,165.4,16.8,normal,194.9,19.9
-M.SF.1.gab.strap.trs.8d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,normal,150.1,18.6,normal,174.1,18.4,normal,206.4,23.0
-M.SF.1.gab.strap.trs.8d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.0,normal,126.0,13.9,normal,144.6,14.1,lognormal,164.5,0.12
-M.SF.1.gab.strap.trs.8d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.5,0.15,normal,121.8,15.5,normal,135.4,13.2,lognormal,147.1,0.11
-M.SF.1.gab.strap.trs.8d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,14.8,normal,135.8,16.0,normal,156.1,15.4,normal,180.8,19.5
-M.SF.1.gab.strap.trs.8d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.7,0.15,normal,145.7,18.2,lognormal,168.0,0.11,normal,197.5,22.6
-M.SF.1.gab.strap.trs.8d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,17.0,normal,150.2,18.8,normal,174.3,18.5,normal,205.9,23.1
-M.SF.1.gab.strap.trs.8d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.2,0.15,normal,125.8,13.9,normal,144.5,14.3,lognormal,165.4,0.12
-M.SF.1.gab.strap.trs.8d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.5,0.15,normal,121.9,15.8,lognormal,136.4,0.11,lognormal,147.0,0.11
-M.SF.1.gab.strap.trs.8d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,14.6,normal,135.8,16.3,normal,156.5,15.2,normal,180.0,18.4
-M.SF.1.gab.strap.trs.8d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,normal,144.6,17.4,normal,168.6,17.7,normal,198.4,22.9
-M.SF.1.gab.strap.trs.8d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.6,normal,149.2,17.3,lognormal,172.9,0.11,normal,201.9,21.0
-M.SF.1.gab.strap.trs.8d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.0,normal,124.8,13.1,lognormal,140.2,0.1,normal,161.7,17.0
-M.SF.1.gab.strap.trs.8d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,13.9,normal,121.9,14.7,normal,133.3,12.8,lognormal,144.8,0.11
-M.SF.1.gab.strap.trs.8d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.9,normal,134.2,14.6,normal,152.9,15.1,normal,177.0,17.5
-M.SF.1.gab.strap.trs.8d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.2,0.15,normal,144.7,16.9,normal,164.8,16.2,normal,194.0,19.6
-M.SF.1.gab.strap.trs.8d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,16.5,normal,149.8,18.0,normal,172.2,16.8,normal,202.7,20.9
-M.SF.1.gab.strap.trs.8d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.8,normal,124.5,13.0,lognormal,140.8,0.1,normal,161.1,15.6
-M.SF.1.gab.strap.trs.8d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,13.9,normal,121.4,14.5,normal,133.6,13.1,lognormal,144.5,0.11
-M.SF.1.gab.strap.trs.8d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,14.6,normal,134.3,15.0,normal,153.0,15.2,normal,178.0,18.0
-M.SF.1.gab.strap.trs.8d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.0,0.15,normal,144.1,16.2,lognormal,164.1,0.1,normal,194.2,20.9
-M.SF.1.gab.strap.trs.8d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.0,0.15,normal,149.4,17.8,normal,172.8,17.7,normal,203.4,20.3
-M.SF.1.gab.strap.trs.8d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,12.9,normal,125.0,13.4,normal,141.3,13.6,normal,163.5,17.8
-M.SF.1.gab.strap.trs.8d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.5,0.14,normal,121.9,15.1,normal,134.4,13.4,lognormal,148.9,0.13
-M.SF.1.gab.strap.trs.8d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.6,normal,134.2,14.8,normal,152.6,15.0,lognormal,178.7,0.11
-M.SF.1.gab.strap.trs.8d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,143.9,16.3,lognormal,165.1,0.11,normal,193.9,18.5
-M.SF.1.gab.strap.trs.8d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,15.7,normal,149.2,17.4,normal,172.5,17.4,normal,202.3,19.6
-M.SF.1.gab.strap.trs.8d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,12.8,normal,124.8,13.2,normal,140.8,13.4,lognormal,162.8,0.11
-M.SF.1.gab.strap.trs.8d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.14,normal,121.9,15.0,normal,134.8,13.4,lognormal,148.6,0.13
-M.SF.1.gab.strap.trs.8d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.1,0.14,normal,134.4,15.0,normal,153.5,15.4,normal,178.7,17.4
-M.SF.1.gab.strap.trs.8d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.6,0.14,normal,144.0,16.7,normal,165.4,16.8,normal,194.9,19.9
-M.SF.1.gab.strap.trs.8d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,17.3,lognormal,153.9,0.15,normal,184.2,22.9,lognormal,240.0,0.11
-M.SF.1.gab.strap.trs.8d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,15.2,lognormal,134.7,0.15,normal,161.3,20.7,lognormal,193.1,0.13
-M.SF.1.gab.strap.trs.8d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,14.1,lognormal,125.6,0.16,normal,150.8,19.7,normal,189.7,19.3
-M.SF.1.gab.strap.trs.8d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,15.6,normal,142.8,19.8,normal,171.6,22.0,normal,205.2,19.2
-M.SF.1.gab.strap.trs.8d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,16.8,normal,150.3,21.0,normal,179.1,22.0,lognormal,227.4,0.11
-M.SF.1.gab.strap.trs.8d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.15,normal,153.8,20.9,normal,183.0,22.2,normal,224.4,16.2
-M.SF.1.gab.strap.trs.8d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.2,15.2,normal,134.6,18.3,normal,160.4,19.3,lognormal,191.1,0.12
-M.SF.1.gab.strap.trs.8d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,14.1,normal,124.9,17.5,normal,150.3,19.0,normal,193.5,22.9
-M.SF.1.gab.strap.trs.8d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,15.7,normal,142.8,20.0,normal,171.2,21.9,normal,204.8,19.5
-M.SF.1.gab.strap.trs.8d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.16,normal,149.9,20.4,normal,178.4,21.2,normal,218.9,17.8
-M.SF.1.gab.strap.trs.8d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.4,0.16,normal,155.2,20.6,normal,185.4,22.8,normal,247.5,26.4
-M.SF.1.gab.strap.trs.8d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,15.3,normal,136.1,18.2,normal,159.9,17.8,lognormal,194.2,0.13
-M.SF.1.gab.strap.trs.8d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.5,0.16,normal,127.0,17.4,normal,153.1,19.8,lognormal,189.8,0.13
-M.SF.1.gab.strap.trs.8d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.4,0.15,lognormal,144.3,0.15,normal,171.2,20.1,normal,211.9,22.8
-M.SF.1.gab.strap.trs.8d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,16.8,normal,150.9,20.4,normal,180.7,22.0,lognormal,230.0,0.1
-M.SF.1.gab.strap.trs.8d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,17.4,normal,155.4,21.2,normal,187.5,24.2,normal,238.8,22.5
-M.SF.1.gab.strap.trs.8d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.1,normal,135.5,17.7,normal,160.7,19.2,lognormal,192.3,0.11
-M.SF.1.gab.strap.trs.8d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,lognormal,127.2,0.16,normal,152.8,19.9,normal,187.0,19.7
-M.SF.1.gab.strap.trs.8d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.7,0.16,normal,143.7,18.9,normal,171.2,20.6,normal,207.2,18.5
-M.SF.1.gab.strap.trs.8d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,16.7,normal,151.5,20.5,normal,180.6,21.5,lognormal,232.9,0.11
-M.SF.1.gab.strap.trs.8d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,17.3,lognormal,153.9,0.15,normal,184.2,22.9,lognormal,240.0,0.11
-M.SF.1.gab.strap.trs.8d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,15.2,lognormal,134.7,0.15,normal,161.3,20.7,lognormal,193.1,0.13
-M.SF.1.gab.strap.trs.8d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,14.1,lognormal,125.6,0.16,normal,150.8,19.7,normal,189.7,19.3
-M.SF.1.gab.strap.trs.8d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,15.6,normal,142.8,19.8,normal,171.6,22.0,normal,205.2,19.2
-M.SF.1.gab.strap.trs.8d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,16.8,normal,150.3,21.0,normal,179.1,22.0,lognormal,227.4,0.11
-M.SF.1.gab.strap.trs.8d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.15,normal,153.8,20.9,normal,183.0,22.2,normal,224.4,16.2
-M.SF.1.gab.strap.trs.8d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.2,15.2,normal,134.6,18.3,normal,160.4,19.3,lognormal,191.1,0.12
-M.SF.1.gab.strap.trs.8d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,14.1,normal,124.9,17.5,normal,150.3,19.0,normal,193.5,22.9
-M.SF.1.gab.strap.trs.8d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,15.7,normal,142.8,20.0,normal,171.2,21.9,normal,204.8,19.5
-M.SF.1.gab.strap.trs.8d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.16,normal,149.9,20.4,normal,178.4,21.2,normal,218.9,17.8
-M.SF.1.gab.strap.trs.8d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.4,0.16,normal,155.2,20.6,normal,185.4,22.8,normal,247.5,26.4
-M.SF.1.gab.strap.trs.8d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,15.3,normal,136.1,18.2,normal,159.9,17.8,lognormal,194.2,0.13
-M.SF.1.gab.strap.trs.8d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.5,0.16,normal,127.0,17.4,normal,153.1,19.8,lognormal,189.8,0.13
-M.SF.1.gab.strap.trs.8d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.4,0.15,lognormal,144.3,0.15,normal,171.2,20.1,normal,211.9,22.8
-M.SF.1.gab.strap.trs.8d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,16.8,normal,150.9,20.4,normal,180.7,22.0,lognormal,230.0,0.1
-M.SF.1.gab.strap.trs.8d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,17.4,normal,155.4,21.2,normal,187.5,24.2,normal,238.8,22.5
-M.SF.1.gab.strap.trs.8d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.1,normal,135.5,17.7,normal,160.7,19.2,lognormal,192.3,0.11
-M.SF.1.gab.strap.trs.8d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,lognormal,127.2,0.16,normal,152.8,19.9,normal,187.0,19.7
-M.SF.1.gab.strap.trs.8d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.7,0.16,normal,143.7,18.9,normal,171.2,20.6,normal,207.2,18.5
-M.SF.1.gab.strap.trs.8d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,16.7,normal,151.5,20.5,normal,180.6,21.5,lognormal,232.9,0.11
-M.SF.1.gab.strap.trs.8s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.6,normal,160.1,16.8,lognormal,183.1,0.11,normal,205.7,22.8
-M.SF.1.gab.strap.trs.8s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.3,normal,131.6,13.8,lognormal,148.1,0.11,lognormal,163.8,0.11
-M.SF.1.gab.strap.trs.8s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.5,0.15,normal,129.8,14.0,lognormal,139.6,0.11,lognormal,147.4,0.11
-M.SF.1.gab.strap.trs.8s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.2,lognormal,143.0,0.12,normal,160.1,14.7,normal,180.3,19.5
-M.SF.1.gab.strap.trs.8s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,16.3,normal,153.7,15.8,normal,175.0,17.2,normal,196.3,21.0
-M.SF.1.gab.strap.trs.8s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.7,normal,160.1,16.7,lognormal,182.8,0.11,normal,205.4,22.3
-M.SF.1.gab.strap.trs.8s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,14.5,lognormal,131.4,0.11,lognormal,147.9,0.11,lognormal,165.1,0.12
-M.SF.1.gab.strap.trs.8s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.9,normal,130.4,14.4,normal,139.5,13.6,lognormal,147.2,0.11
-M.SF.1.gab.strap.trs.8s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,15.1,lognormal,143.3,0.12,normal,160.7,15.2,normal,179.9,18.4
-M.SF.1.gab.strap.trs.8s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.3,normal,154.1,15.7,normal,175.0,17.6,normal,194.3,19.2
-M.SF.1.gab.strap.trs.8s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.14,normal,157.7,16.1,normal,176.5,16.6,normal,200.7,18.3
-M.SF.1.gab.strap.trs.8s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,13.9,lognormal,129.4,0.11,normal,143.0,14.3,lognormal,161.8,0.11
-M.SF.1.gab.strap.trs.8s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,14.4,normal,128.0,13.3,normal,135.4,13.0,lognormal,143.9,0.11
-M.SF.1.gab.strap.trs.8s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.8,lognormal,140.4,0.11,normal,155.4,14.1,normal,177.5,18.4
-M.SF.1.gab.strap.trs.8s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,15.9,normal,151.9,15.6,lognormal,169.7,0.11,normal,193.2,20.2
-M.SF.1.gab.strap.trs.8s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.6,0.14,normal,157.4,15.9,normal,176.5,16.6,normal,201.5,18.9
-M.SF.1.gab.strap.trs.8s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,14.2,lognormal,129.1,0.11,lognormal,142.3,0.1,normal,161.3,16.3
-M.SF.1.gab.strap.trs.8s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,14.5,normal,128.3,13.2,lognormal,135.5,0.1,lognormal,144.7,0.11
-M.SF.1.gab.strap.trs.8s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,14.6,normal,140.3,14.7,normal,155.6,14.3,normal,177.6,18.3
-M.SF.1.gab.strap.trs.8s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,15.8,lognormal,152.0,0.12,normal,170.0,16.9,normal,193.8,19.7
-M.SF.1.gab.strap.trs.8s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.14,normal,157.7,16.1,normal,176.5,16.6,normal,200.7,18.3
-M.SF.1.gab.strap.trs.8s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,13.9,lognormal,129.4,0.11,normal,143.0,14.3,lognormal,161.8,0.11
-M.SF.1.gab.strap.trs.8s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,14.4,normal,128.0,13.3,normal,135.4,13.0,lognormal,143.9,0.11
-M.SF.1.gab.strap.trs.8s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.8,lognormal,140.4,0.11,normal,155.4,14.1,normal,177.5,18.4
-M.SF.1.gab.strap.trs.8s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,15.9,normal,151.9,15.6,lognormal,169.7,0.11,normal,193.2,20.2
-M.SF.1.gab.strap.trs.8s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.6,0.14,normal,157.4,15.9,normal,176.5,16.6,normal,201.5,18.9
-M.SF.1.gab.strap.trs.8s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,14.2,lognormal,129.1,0.11,lognormal,142.3,0.1,normal,161.3,16.3
-M.SF.1.gab.strap.trs.8s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,14.5,normal,128.3,13.2,lognormal,135.5,0.1,lognormal,144.7,0.11
-M.SF.1.gab.strap.trs.8s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,14.6,normal,140.3,14.7,normal,155.6,14.3,normal,177.6,18.3
-M.SF.1.gab.strap.trs.8s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,15.8,lognormal,152.0,0.12,normal,170.0,16.9,normal,193.8,19.7
-M.SF.1.gab.strap.trs.8s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.6,normal,160.1,16.8,lognormal,183.1,0.11,normal,205.7,22.8
-M.SF.1.gab.strap.trs.8s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.3,normal,131.6,13.8,lognormal,148.1,0.11,lognormal,163.8,0.11
-M.SF.1.gab.strap.trs.8s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.5,0.15,normal,129.8,14.0,lognormal,139.6,0.11,lognormal,147.4,0.11
-M.SF.1.gab.strap.trs.8s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.2,lognormal,143.0,0.12,normal,160.1,14.7,normal,180.3,19.5
-M.SF.1.gab.strap.trs.8s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,16.3,normal,153.7,15.8,normal,175.0,17.2,normal,196.3,21.0
-M.SF.1.gab.strap.trs.8s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.7,normal,160.1,16.7,lognormal,182.8,0.11,normal,205.4,22.3
-M.SF.1.gab.strap.trs.8s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,14.5,lognormal,131.4,0.11,lognormal,147.9,0.11,lognormal,165.1,0.12
-M.SF.1.gab.strap.trs.8s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.9,normal,130.4,14.4,normal,139.5,13.6,lognormal,147.2,0.11
-M.SF.1.gab.strap.trs.8s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,15.1,lognormal,143.3,0.12,normal,160.7,15.2,normal,179.9,18.4
-M.SF.1.gab.strap.trs.8s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.3,normal,154.1,15.7,normal,175.0,17.6,normal,194.3,19.2
-M.SF.1.gab.strap.trs.8s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.14,normal,157.7,16.1,normal,176.5,16.6,normal,200.7,18.3
-M.SF.1.gab.strap.trs.8s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,13.9,lognormal,129.4,0.11,normal,143.0,14.3,lognormal,161.8,0.11
-M.SF.1.gab.strap.trs.8s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,14.4,normal,128.0,13.3,normal,135.4,13.0,lognormal,143.9,0.11
-M.SF.1.gab.strap.trs.8s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.8,lognormal,140.4,0.11,normal,155.4,14.1,normal,177.5,18.4
-M.SF.1.gab.strap.trs.8s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,15.9,normal,151.9,15.6,lognormal,169.7,0.11,normal,193.2,20.2
-M.SF.1.gab.strap.trs.8s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.6,0.14,normal,157.4,15.9,normal,176.5,16.6,normal,201.5,18.9
-M.SF.1.gab.strap.trs.8s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,14.2,lognormal,129.1,0.11,lognormal,142.3,0.1,normal,161.3,16.3
-M.SF.1.gab.strap.trs.8s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,14.5,normal,128.3,13.2,lognormal,135.5,0.1,lognormal,144.7,0.11
-M.SF.1.gab.strap.trs.8s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,14.6,normal,140.3,14.7,normal,155.6,14.3,normal,177.6,18.3
-M.SF.1.gab.strap.trs.8s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,15.8,lognormal,152.0,0.12,normal,170.0,16.9,normal,193.8,19.7
-M.SF.1.gab.strap.trs.8s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.14,normal,157.7,16.1,normal,176.5,16.6,normal,200.7,18.3
-M.SF.1.gab.strap.trs.8s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,13.9,lognormal,129.4,0.11,normal,143.0,14.3,lognormal,161.8,0.11
-M.SF.1.gab.strap.trs.8s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,14.4,normal,128.0,13.3,normal,135.4,13.0,lognormal,143.9,0.11
-M.SF.1.gab.strap.trs.8s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.8,lognormal,140.4,0.11,normal,155.4,14.1,normal,177.5,18.4
-M.SF.1.gab.strap.trs.8s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,15.9,normal,151.9,15.6,lognormal,169.7,0.11,normal,193.2,20.2
-M.SF.1.gab.strap.trs.8s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.6,0.14,normal,157.4,15.9,normal,176.5,16.6,normal,201.5,18.9
-M.SF.1.gab.strap.trs.8s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,14.2,lognormal,129.1,0.11,lognormal,142.3,0.1,normal,161.3,16.3
-M.SF.1.gab.strap.trs.8s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,14.5,normal,128.3,13.2,lognormal,135.5,0.1,lognormal,144.7,0.11
-M.SF.1.gab.strap.trs.8s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,14.6,normal,140.3,14.7,normal,155.6,14.3,normal,177.6,18.3
-M.SF.1.gab.strap.trs.8s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,15.8,lognormal,152.0,0.12,normal,170.0,16.9,normal,193.8,19.7
-M.SF.1.gab.strap.trs.8s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.6,0.15,normal,175.7,23.2,normal,206.4,23.7,normal,238.8,22.5
-M.SF.1.gab.strap.trs.8s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.8,normal,151.9,19.1,normal,174.7,18.5,lognormal,192.9,0.12
-M.SF.1.gab.strap.trs.8s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,15.8,lognormal,143.4,0.15,normal,169.1,20.9,normal,194.1,22.9
-M.SF.1.gab.strap.trs.8s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,17.6,normal,161.1,19.8,normal,188.5,21.4,normal,206.5,19.7
-M.SF.1.gab.strap.trs.8s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,19.0,lognormal,171.5,0.14,normal,200.7,23.1,normal,218.2,16.8
-M.SF.1.gab.strap.trs.8s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.5,0.15,normal,174.5,21.7,normal,207.8,25.1,normal,238.6,23.1
-M.SF.1.gab.strap.trs.8s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.3,normal,151.9,18.6,normal,173.5,18.3,lognormal,193.5,0.13
-M.SF.1.gab.strap.trs.8s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,15.7,normal,143.2,19.2,normal,169.1,20.6,normal,193.3,22.5
-M.SF.1.gab.strap.trs.8s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,18.2,normal,161.2,20.2,normal,186.9,19.2,normal,206.0,19.6
-M.SF.1.gab.strap.trs.8s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,18.8,normal,170.9,21.7,lognormal,200.1,0.13,lognormal,226.9,0.11
-M.SF.1.gab.strap.trs.8s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,176.1,22.3,lognormal,207.4,0.13,normal,243.2,24.2
-M.SF.1.gab.strap.trs.8s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,16.7,normal,152.1,18.7,normal,172.9,17.8,lognormal,192.0,0.11
-M.SF.1.gab.strap.trs.8s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,15.9,lognormal,145.6,0.15,lognormal,169.4,0.13,normal,188.7,20.9
-M.SF.1.gab.strap.trs.8s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.7,0.15,normal,160.5,18.6,normal,187.4,21.1,normal,210.8,20.3
-M.SF.1.gab.strap.trs.8s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.2,normal,170.5,20.9,normal,200.1,21.5,normal,223.5,18.0
-M.SF.1.gab.strap.trs.8s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.6,0.15,normal,176.1,21.2,lognormal,210.9,0.14,normal,247.3,27.1
-M.SF.1.gab.strap.trs.8s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.0,normal,151.7,18.1,lognormal,173.4,0.12,normal,193.6,20.9
-M.SF.1.gab.strap.trs.8s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,16.2,lognormal,145.2,0.15,normal,169.7,20.6,normal,188.4,20.3
-M.SF.1.gab.strap.trs.8s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.5,0.15,normal,161.5,19.5,normal,185.5,18.2,normal,213.3,23.0
-M.SF.1.gab.strap.trs.8s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,18.4,normal,169.9,20.3,normal,199.4,21.4,normal,223.6,18.7
-M.SF.1.gab.strap.trs.8s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.6,0.15,normal,175.7,23.2,normal,206.4,23.7,normal,238.8,22.5
-M.SF.1.gab.strap.trs.8s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.8,normal,151.9,19.1,normal,174.7,18.5,lognormal,192.9,0.12
-M.SF.1.gab.strap.trs.8s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,15.8,lognormal,143.4,0.15,normal,169.1,20.9,normal,194.1,22.9
-M.SF.1.gab.strap.trs.8s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,17.6,normal,161.1,19.8,normal,188.5,21.4,normal,206.5,19.7
-M.SF.1.gab.strap.trs.8s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,19.0,lognormal,171.5,0.14,normal,200.7,23.1,normal,218.2,16.8
-M.SF.1.gab.strap.trs.8s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.5,0.15,normal,174.5,21.7,normal,207.8,25.1,normal,238.6,23.1
-M.SF.1.gab.strap.trs.8s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.3,normal,151.9,18.6,normal,173.5,18.3,lognormal,193.5,0.13
-M.SF.1.gab.strap.trs.8s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,15.7,normal,143.2,19.2,normal,169.1,20.6,normal,193.3,22.5
-M.SF.1.gab.strap.trs.8s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,18.2,normal,161.2,20.2,normal,186.9,19.2,normal,206.0,19.6
-M.SF.1.gab.strap.trs.8s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,18.8,normal,170.9,21.7,lognormal,200.1,0.13,lognormal,226.9,0.11
-M.SF.1.gab.strap.trs.8s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,176.1,22.3,lognormal,207.4,0.13,normal,243.2,24.2
-M.SF.1.gab.strap.trs.8s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,16.7,normal,152.1,18.7,normal,172.9,17.8,lognormal,192.0,0.11
-M.SF.1.gab.strap.trs.8s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,15.9,lognormal,145.6,0.15,lognormal,169.4,0.13,normal,188.7,20.9
-M.SF.1.gab.strap.trs.8s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.7,0.15,normal,160.5,18.6,normal,187.4,21.1,normal,210.8,20.3
-M.SF.1.gab.strap.trs.8s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.9,18.2,normal,170.5,20.9,normal,200.1,21.5,normal,223.5,18.0
-M.SF.1.gab.strap.trs.8s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.6,0.15,normal,176.1,21.2,lognormal,210.9,0.14,normal,247.3,27.1
-M.SF.1.gab.strap.trs.8s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.0,normal,151.7,18.1,lognormal,173.4,0.12,normal,193.6,20.9
-M.SF.1.gab.strap.trs.8s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,16.2,lognormal,145.2,0.15,normal,169.7,20.6,normal,188.4,20.3
-M.SF.1.gab.strap.trs.8s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.5,0.15,normal,161.5,19.5,normal,185.5,18.2,normal,213.3,23.0
-M.SF.1.gab.strap.trs.8s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,18.4,normal,169.9,20.3,normal,199.4,21.4,normal,223.6,18.7
-M.SF.1.gab.tnail.ows.st.0.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.6,normal,141.0,17.8,lognormal,158.9,0.1,lognormal,171.3,0.11
-M.SF.1.gab.tnail.ows.st.0.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.1,normal,121.3,14.2,lognormal,134.2,0.11,lognormal,140.3,0.12
-M.SF.1.gab.tnail.ows.st.0.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,14.0,normal,114.4,14.3,normal,128.2,12.9,normal,135.7,14.0
-M.SF.1.gab.tnail.ows.st.0.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,14.9,normal,129.2,15.4,normal,144.1,14.1,normal,151.9,15.9
-M.SF.1.gab.tnail.ows.st.0.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.0,0.15,normal,136.8,16.6,lognormal,153.9,0.1,lognormal,164.0,0.11
-M.SF.1.gab.tnail.ows.st.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.5,0.14,lognormal,127.8,0.14,lognormal,143.8,0.12,normal,154.3,15.9
-M.SF.1.gab.tnail.ows.st.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.6,0.14,lognormal,110.9,0.14,lognormal,122.8,0.12,normal,130.5,15.9
-M.SF.1.gab.tnail.ows.st.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.0,0.15,lognormal,104.1,0.15,lognormal,117.8,0.13,normal,126.9,13.5
-M.SF.1.gab.tnail.ows.st.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.4,0.14,lognormal,117.7,0.14,lognormal,131.3,0.12,normal,140.1,16.0
-M.SF.1.gab.tnail.ows.st.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.2,0.14,lognormal,124.5,0.14,lognormal,139.4,0.12,normal,149.7,16.1
-M.SF.1.gab.tnail.ows.st.1.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.5,0.15,lognormal,141.9,0.14,lognormal,163.7,0.12,lognormal,183.7,0.11
-M.SF.1.gab.tnail.ows.st.1.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,15.1,lognormal,124.7,0.14,lognormal,143.2,0.12,lognormal,158.3,0.11
-M.SF.1.gab.tnail.ows.st.1.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,13.9,normal,115.3,15.1,lognormal,133.8,0.12,normal,150.2,16.0
-M.SF.1.gab.tnail.ows.st.1.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,131.9,0.14,normal,151.0,15.8,normal,168.4,18.0
-M.SF.1.gab.tnail.ows.st.1.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.15,lognormal,138.4,0.14,normal,159.5,17.0,lognormal,177.6,0.11
-M.SF.1.gab.tnail.ows.st.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.4,0.14,lognormal,128.5,0.15,normal,146.2,16.7,lognormal,161.4,0.12
-M.SF.1.gab.tnail.ows.st.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.8,0.15,lognormal,112.9,0.16,lognormal,128.7,0.13,lognormal,141.0,0.12
-M.SF.1.gab.tnail.ows.st.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.6,0.15,lognormal,104.7,0.15,lognormal,119.6,0.13,lognormal,132.0,0.12
-M.SF.1.gab.tnail.ows.st.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.1,0.15,lognormal,119.2,0.15,lognormal,135.8,0.13,lognormal,149.5,0.12
-M.SF.1.gab.tnail.ows.st.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.2,0.15,lognormal,125.3,0.14,lognormal,143.2,0.13,lognormal,157.4,0.12
-M.SF.1.gab.tnail.ows.su.0.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,18.3,lognormal,163.1,0.11,lognormal,173.3,0.11,lognormal,175.6,0.12
-M.SF.1.gab.tnail.ows.su.0.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,15.5,normal,135.4,15.3,lognormal,140.5,0.12,lognormal,141.2,0.13
-M.SF.1.gab.tnail.ows.su.0.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.5,0.15,normal,131.7,14.6,normal,136.8,14.9,normal,137.9,15.5
-M.SF.1.gab.tnail.ows.su.0.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,16.8,lognormal,146.6,0.12,normal,152.6,16.3,lognormal,153.7,0.12
-M.SF.1.gab.tnail.ows.su.0.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.5,0.14,normal,156.8,16.4,normal,165.6,17.5,lognormal,167.9,0.12
-M.SF.1.gab.tnail.ows.su.0.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,18.3,lognormal,163.1,0.11,lognormal,173.3,0.11,lognormal,175.6,0.12
-M.SF.1.gab.tnail.ows.su.0.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,15.5,normal,135.4,15.3,lognormal,140.5,0.12,lognormal,141.2,0.13
-M.SF.1.gab.tnail.ows.su.0.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.5,0.15,normal,131.7,14.6,normal,136.8,14.9,normal,137.9,15.5
-M.SF.1.gab.tnail.ows.su.0.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,16.8,lognormal,146.6,0.12,normal,152.6,16.3,lognormal,153.7,0.12
-M.SF.1.gab.tnail.ows.su.0.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.5,0.14,normal,156.8,16.4,normal,165.6,17.5,lognormal,167.9,0.12
-M.SF.1.gab.tnail.ows.su.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,normal,151.6,17.0,normal,151.8,16.3,normal,155.2,16.3,normal,155.3,16.3
-M.SF.1.gab.tnail.ows.su.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,15.8,lognormal,128.4,0.13,normal,130.8,16.1,lognormal,131.2,0.14
-M.SF.1.gab.tnail.ows.su.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,14.0,lognormal,124.6,0.12,normal,127.6,13.8,lognormal,127.7,0.12
-M.SF.1.gab.tnail.ows.su.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,16.4,normal,137.7,15.8,normal,140.6,16.3,lognormal,141.0,0.13
-M.SF.1.gab.tnail.ows.su.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.7,16.8,lognormal,147.4,0.12,normal,150.4,16.4,normal,150.6,16.5
-M.SF.1.gab.tnail.ows.su.1.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.5,0.15,normal,174.9,21.5,lognormal,193.9,0.11,lognormal,199.8,0.11
-M.SF.1.gab.tnail.ows.su.1.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.9,0.15,normal,151.7,18.5,lognormal,166.2,0.13,normal,171.1,20.9
-M.SF.1.gab.tnail.ows.su.1.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.1,normal,143.6,18.7,lognormal,158.7,0.11,lognormal,163.9,0.11
-M.SF.1.gab.tnail.ows.su.1.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,18.2,normal,161.3,19.9,normal,176.4,19.1,normal,181.1,19.8
-M.SF.1.gab.tnail.ows.su.1.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.1,0.15,normal,169.9,21.0,normal,187.6,19.7,lognormal,193.1,0.11
-M.SF.1.gab.tnail.ows.su.1.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.5,0.15,normal,174.9,21.5,lognormal,193.9,0.11,lognormal,199.8,0.11
-M.SF.1.gab.tnail.ows.su.1.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.9,0.15,normal,151.7,18.5,lognormal,166.2,0.13,normal,171.1,20.9
-M.SF.1.gab.tnail.ows.su.1.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.1,normal,143.6,18.7,lognormal,158.7,0.11,lognormal,163.9,0.11
-M.SF.1.gab.tnail.ows.su.1.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,18.2,normal,161.3,19.9,normal,176.4,19.1,normal,181.1,19.8
-M.SF.1.gab.tnail.ows.su.1.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.1,0.15,normal,169.9,21.0,normal,187.6,19.7,lognormal,193.1,0.11
-M.SF.1.gab.tnail.ows.su.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,157.7,0.12,lognormal,157.8,0.12,lognormal,163.5,0.12,lognormal,163.8,0.12
-M.SF.1.gab.tnail.ows.su.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,16.0,lognormal,137.9,0.12,lognormal,142.1,0.12,lognormal,142.5,0.12
-M.SF.1.gab.tnail.ows.su.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.5,0.13,lognormal,128.6,0.13,lognormal,133.2,0.13,lognormal,133.3,0.13
-M.SF.1.gab.tnail.ows.su.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,normal,145.6,16.7,normal,145.7,16.7,lognormal,150.8,0.12,lognormal,151.1,0.12
-M.SF.1.gab.tnail.ows.su.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,153.9,0.13,lognormal,154.0,0.13,lognormal,159.1,0.12,lognormal,159.4,0.12
-M.SF.1.gab.tnail.trs.6d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,16.1,normal,143.8,17.4,normal,158.6,13.5,lognormal,165.0,0.1
-M.SF.1.gab.tnail.trs.6d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,13.8,normal,121.5,13.8,normal,130.5,12.6,lognormal,133.0,0.11
-M.SF.1.gab.tnail.trs.6d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,13.9,normal,115.9,14.1,normal,128.6,13.2,normal,133.3,14.4
-M.SF.1.gab.tnail.trs.6d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,15.3,normal,129.5,14.2,lognormal,141.0,0.1,lognormal,144.5,0.11
-M.SF.1.gab.tnail.trs.6d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.8,0.15,normal,138.6,16.0,lognormal,152.7,0.1,lognormal,156.9,0.1
-M.SF.1.gab.tnail.trs.6d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,143.3,17.3,normal,159.0,14.1,lognormal,166.0,0.11
-M.SF.1.gab.tnail.trs.6d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,13.8,normal,121.3,13.3,normal,130.4,12.6,lognormal,132.4,0.11
-M.SF.1.gab.tnail.trs.6d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,14.1,normal,116.1,14.0,lognormal,128.8,0.11,normal,133.8,14.9
-M.SF.1.gab.tnail.trs.6d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.8,0.15,normal,129.7,14.2,normal,140.5,12.6,lognormal,144.0,0.11
-M.SF.1.gab.tnail.trs.6d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,normal,138.4,15.4,lognormal,152.8,0.1,normal,156.9,15.1
-M.SF.1.gab.tnail.trs.6d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,144.0,16.4,lognormal,159.8,0.09,lognormal,170.1,0.11
-M.SF.1.gab.tnail.trs.6d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.8,normal,121.3,12.7,lognormal,132.2,0.1,lognormal,139.0,0.12
-M.SF.1.gab.tnail.trs.6d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.3,0.15,normal,116.1,12.8,normal,126.2,11.7,normal,130.8,13.2
-M.SF.1.gab.tnail.trs.6d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,14.8,normal,130.4,13.7,lognormal,143.5,0.1,lognormal,151.6,0.12
-M.SF.1.gab.tnail.trs.6d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,16.0,normal,138.7,14.8,normal,154.8,14.0,lognormal,163.6,0.11
-M.SF.1.gab.tnail.trs.6d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.3,normal,144.5,16.6,normal,160.1,13.1,lognormal,170.5,0.11
-M.SF.1.gab.tnail.trs.6d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.0,0.14,normal,121.0,12.7,lognormal,132.5,0.1,lognormal,138.9,0.12
-M.SF.1.gab.tnail.trs.6d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,14.1,normal,116.3,13.1,normal,126.2,11.6,normal,130.6,12.9
-M.SF.1.gab.tnail.trs.6d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.7,normal,129.8,13.3,lognormal,143.5,0.1,lognormal,151.4,0.12
-M.SF.1.gab.tnail.trs.6d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,15.7,normal,139.2,15.6,normal,154.5,13.4,lognormal,163.0,0.11
-M.SF.1.gab.tnail.trs.6d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.15,normal,142.7,15.4,normal,156.8,12.9,lognormal,162.9,0.1
-M.SF.1.gab.tnail.trs.6d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,12.8,normal,119.4,12.0,normal,127.7,12.4,lognormal,131.1,0.12
-M.SF.1.gab.tnail.trs.6d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.3,0.14,normal,111.3,11.7,lognormal,118.4,0.12,lognormal,120.1,0.13
-M.SF.1.gab.tnail.trs.6d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.0,0.14,normal,128.7,12.8,lognormal,138.5,0.09,lognormal,143.0,0.11
-M.SF.1.gab.tnail.trs.6d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.7,0.14,normal,137.6,14.4,normal,150.3,13.2,normal,155.4,15.0
-M.SF.1.gab.tnail.trs.6d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,15.9,normal,142.8,15.4,normal,156.9,13.5,lognormal,163.6,0.1
-M.SF.1.gab.tnail.trs.6d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,12.4,lognormal,119.5,0.11,lognormal,127.7,0.1,lognormal,130.8,0.12
-M.SF.1.gab.tnail.trs.6d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.14,normal,111.4,11.8,lognormal,118.7,0.12,lognormal,120.4,0.13
-M.SF.1.gab.tnail.trs.6d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,13.8,normal,128.7,13.0,normal,138.7,12.2,lognormal,143.1,0.11
-M.SF.1.gab.tnail.trs.6d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.0,14.4,normal,150.4,12.4,lognormal,155.3,0.1
-M.SF.1.gab.tnail.trs.6d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,16.1,normal,143.8,17.4,normal,158.6,13.5,lognormal,165.0,0.1
-M.SF.1.gab.tnail.trs.6d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,13.8,normal,121.5,13.8,normal,130.5,12.6,lognormal,133.0,0.11
-M.SF.1.gab.tnail.trs.6d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,13.9,normal,115.9,14.1,normal,128.6,13.2,normal,133.3,14.4
-M.SF.1.gab.tnail.trs.6d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,15.3,normal,129.5,14.2,lognormal,141.0,0.1,lognormal,144.5,0.11
-M.SF.1.gab.tnail.trs.6d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.8,0.15,normal,138.6,16.0,lognormal,152.7,0.1,lognormal,156.9,0.1
-M.SF.1.gab.tnail.trs.6d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,143.3,17.3,normal,159.0,14.1,lognormal,166.0,0.11
-M.SF.1.gab.tnail.trs.6d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,13.8,normal,121.3,13.3,normal,130.4,12.6,lognormal,132.4,0.11
-M.SF.1.gab.tnail.trs.6d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,14.1,normal,116.1,14.0,lognormal,128.8,0.11,normal,133.8,14.9
-M.SF.1.gab.tnail.trs.6d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.8,0.15,normal,129.7,14.2,normal,140.5,12.6,lognormal,144.0,0.11
-M.SF.1.gab.tnail.trs.6d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,normal,138.4,15.4,lognormal,152.8,0.1,normal,156.9,15.1
-M.SF.1.gab.tnail.trs.6d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,144.0,16.4,lognormal,159.8,0.09,lognormal,170.1,0.11
-M.SF.1.gab.tnail.trs.6d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.8,normal,121.3,12.7,lognormal,132.2,0.1,lognormal,139.0,0.12
-M.SF.1.gab.tnail.trs.6d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.3,0.15,normal,116.1,12.8,normal,126.2,11.7,normal,130.8,13.2
-M.SF.1.gab.tnail.trs.6d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,14.8,normal,130.4,13.7,lognormal,143.5,0.1,lognormal,151.6,0.12
-M.SF.1.gab.tnail.trs.6d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,16.0,normal,138.7,14.8,normal,154.8,14.0,lognormal,163.6,0.11
-M.SF.1.gab.tnail.trs.6d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.3,normal,144.5,16.6,normal,160.1,13.1,lognormal,170.5,0.11
-M.SF.1.gab.tnail.trs.6d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.0,0.14,normal,121.0,12.7,lognormal,132.5,0.1,lognormal,138.9,0.12
-M.SF.1.gab.tnail.trs.6d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,14.1,normal,116.3,13.1,normal,126.2,11.6,normal,130.6,12.9
-M.SF.1.gab.tnail.trs.6d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.7,normal,129.8,13.3,lognormal,143.5,0.1,lognormal,151.4,0.12
-M.SF.1.gab.tnail.trs.6d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,15.7,normal,139.2,15.6,normal,154.5,13.4,lognormal,163.0,0.11
-M.SF.1.gab.tnail.trs.6d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.15,normal,142.7,15.4,normal,156.8,12.9,lognormal,162.9,0.1
-M.SF.1.gab.tnail.trs.6d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,12.8,normal,119.4,12.0,normal,127.7,12.4,lognormal,131.1,0.12
-M.SF.1.gab.tnail.trs.6d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.3,0.14,normal,111.3,11.7,lognormal,118.4,0.12,lognormal,120.1,0.13
-M.SF.1.gab.tnail.trs.6d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.0,0.14,normal,128.7,12.8,lognormal,138.5,0.09,lognormal,143.0,0.11
-M.SF.1.gab.tnail.trs.6d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.7,0.14,normal,137.6,14.4,normal,150.3,13.2,normal,155.4,15.0
-M.SF.1.gab.tnail.trs.6d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,15.9,normal,142.8,15.4,normal,156.9,13.5,lognormal,163.6,0.1
-M.SF.1.gab.tnail.trs.6d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,12.4,lognormal,119.5,0.11,lognormal,127.7,0.1,lognormal,130.8,0.12
-M.SF.1.gab.tnail.trs.6d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.14,normal,111.4,11.8,lognormal,118.7,0.12,lognormal,120.4,0.13
-M.SF.1.gab.tnail.trs.6d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,13.8,normal,128.7,13.0,normal,138.7,12.2,lognormal,143.1,0.11
-M.SF.1.gab.tnail.trs.6d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.0,14.4,normal,150.4,12.4,lognormal,155.3,0.1
-M.SF.1.gab.tnail.trs.6d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,17.3,lognormal,147.0,0.14,normal,167.1,16.3,lognormal,185.7,0.1
-M.SF.1.gab.tnail.trs.6d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,15.2,normal,127.7,16.3,lognormal,145.5,0.11,lognormal,157.9,0.12
-M.SF.1.gab.tnail.trs.6d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.6,0.16,normal,118.4,15.6,lognormal,138.1,0.12,normal,155.1,16.6
-M.SF.1.gab.tnail.trs.6d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.4,normal,134.1,16.7,normal,155.2,16.2,lognormal,169.5,0.11
-M.SF.1.gab.tnail.trs.6d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.5,lognormal,142.6,0.14,lognormal,163.2,0.11,lognormal,181.6,0.11
-M.SF.1.gab.tnail.trs.6d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,lognormal,145.8,0.14,normal,169.4,18.1,lognormal,186.1,0.1
-M.SF.1.gab.tnail.trs.6d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,15.3,normal,126.9,15.7,normal,145.7,15.4,normal,157.6,17.1
-M.SF.1.gab.tnail.trs.6d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.6,0.16,lognormal,118.6,0.15,lognormal,137.9,0.12,normal,155.3,16.7
-M.SF.1.gab.tnail.trs.6d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,15.5,normal,135.0,17.2,lognormal,154.4,0.11,lognormal,169.5,0.12
-M.SF.1.gab.tnail.trs.6d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.5,0.15,lognormal,142.2,0.14,normal,162.7,16.0,normal,180.1,17.9
-M.SF.1.gab.tnail.trs.6d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,146.7,17.7,lognormal,168.8,0.11,lognormal,187.7,0.12
-M.SF.1.gab.tnail.trs.6d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,15.2,normal,128.5,15.6,lognormal,146.4,0.11,lognormal,158.8,0.12
-M.SF.1.gab.tnail.trs.6d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.2,0.16,normal,119.8,14.9,lognormal,139.0,0.12,normal,155.9,16.2
-M.SF.1.gab.tnail.trs.6d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,136.6,0.14,normal,155.5,15.7,lognormal,171.0,0.12
-M.SF.1.gab.tnail.trs.6d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.15,normal,143.3,17.8,normal,163.5,15.5,normal,178.9,16.5
-M.SF.1.gab.tnail.trs.6d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,17.1,normal,146.8,17.9,normal,169.3,18.0,normal,186.0,18.1
-M.SF.1.gab.tnail.trs.6d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,15.2,normal,128.7,16.0,lognormal,146.1,0.11,normal,158.4,17.6
-M.SF.1.gab.tnail.trs.6d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,14.1,lognormal,120.5,0.14,lognormal,139.1,0.12,lognormal,155.1,0.11
-M.SF.1.gab.tnail.trs.6d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,135.8,0.13,lognormal,155.8,0.12,normal,170.4,17.9
-M.SF.1.gab.tnail.trs.6d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,16.8,lognormal,143.5,0.13,lognormal,163.7,0.11,lognormal,180.3,0.11
-M.SF.1.gab.tnail.trs.6d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,17.3,lognormal,147.0,0.14,normal,167.1,16.3,lognormal,185.7,0.1
-M.SF.1.gab.tnail.trs.6d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,15.2,normal,127.7,16.3,lognormal,145.5,0.11,lognormal,157.9,0.12
-M.SF.1.gab.tnail.trs.6d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.6,0.16,normal,118.4,15.6,lognormal,138.1,0.12,normal,155.1,16.6
-M.SF.1.gab.tnail.trs.6d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.4,normal,134.1,16.7,normal,155.2,16.2,lognormal,169.5,0.11
-M.SF.1.gab.tnail.trs.6d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.5,lognormal,142.6,0.14,lognormal,163.2,0.11,lognormal,181.6,0.11
-M.SF.1.gab.tnail.trs.6d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,lognormal,145.8,0.14,normal,169.4,18.1,lognormal,186.1,0.1
-M.SF.1.gab.tnail.trs.6d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,15.3,normal,126.9,15.7,normal,145.7,15.4,normal,157.6,17.1
-M.SF.1.gab.tnail.trs.6d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.6,0.16,lognormal,118.6,0.15,lognormal,137.9,0.12,normal,155.3,16.7
-M.SF.1.gab.tnail.trs.6d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,15.5,normal,135.0,17.2,lognormal,154.4,0.11,lognormal,169.5,0.12
-M.SF.1.gab.tnail.trs.6d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.5,0.15,lognormal,142.2,0.14,normal,162.7,16.0,normal,180.1,17.9
-M.SF.1.gab.tnail.trs.6d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,146.7,17.7,lognormal,168.8,0.11,lognormal,187.7,0.12
-M.SF.1.gab.tnail.trs.6d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,15.2,normal,128.5,15.6,lognormal,146.4,0.11,lognormal,158.8,0.12
-M.SF.1.gab.tnail.trs.6d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.2,0.16,normal,119.8,14.9,lognormal,139.0,0.12,normal,155.9,16.2
-M.SF.1.gab.tnail.trs.6d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,136.6,0.14,normal,155.5,15.7,lognormal,171.0,0.12
-M.SF.1.gab.tnail.trs.6d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.15,normal,143.3,17.8,normal,163.5,15.5,normal,178.9,16.5
-M.SF.1.gab.tnail.trs.6d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,17.1,normal,146.8,17.9,normal,169.3,18.0,normal,186.0,18.1
-M.SF.1.gab.tnail.trs.6d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,15.2,normal,128.7,16.0,lognormal,146.1,0.11,normal,158.4,17.6
-M.SF.1.gab.tnail.trs.6d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,14.1,lognormal,120.5,0.14,lognormal,139.1,0.12,lognormal,155.1,0.11
-M.SF.1.gab.tnail.trs.6d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,135.8,0.13,lognormal,155.8,0.12,normal,170.4,17.9
-M.SF.1.gab.tnail.trs.6d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,16.8,lognormal,143.5,0.13,lognormal,163.7,0.11,lognormal,180.3,0.11
-M.SF.1.gab.tnail.trs.6s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,17.0,normal,157.8,15.8,lognormal,164.2,0.1,normal,165.3,16.0
-M.SF.1.gab.tnail.trs.6s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.5,lognormal,128.7,0.11,lognormal,132.1,0.11,lognormal,132.7,0.11
-M.SF.1.gab.tnail.trs.6s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,15.5,normal,128.7,14.3,normal,133.1,14.4,normal,133.7,14.7
-M.SF.1.gab.tnail.trs.6s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.2,lognormal,139.3,0.11,lognormal,144.0,0.11,lognormal,144.4,0.11
-M.SF.1.gab.tnail.trs.6s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,17.0,lognormal,150.9,0.11,normal,156.5,15.2,lognormal,157.7,0.11
-M.SF.1.gab.tnail.trs.6s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,17.4,normal,157.1,15.0,lognormal,163.5,0.09,lognormal,164.5,0.1
-M.SF.1.gab.tnail.trs.6s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,14.4,lognormal,128.6,0.11,lognormal,132.0,0.11,lognormal,132.7,0.11
-M.SF.1.gab.tnail.trs.6s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,15.3,normal,129.1,14.5,normal,133.5,14.9,normal,134.1,15.2
-M.SF.1.gab.tnail.trs.6s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,15.4,lognormal,139.8,0.11,lognormal,144.2,0.11,lognormal,144.7,0.11
-M.SF.1.gab.tnail.trs.6s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,16.8,normal,150.3,14.7,normal,155.8,14.1,normal,156.6,14.2
-M.SF.1.gab.tnail.trs.6s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,17.3,normal,155.6,15.0,lognormal,166.3,0.11,lognormal,171.5,0.12
-M.SF.1.gab.tnail.trs.6s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.9,normal,126.4,11.9,lognormal,133.6,0.1,lognormal,138.7,0.12
-M.SF.1.gab.tnail.trs.6s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.5,normal,125.2,12.8,normal,129.2,13.0,normal,130.7,13.4
-M.SF.1.gab.tnail.trs.6s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.5,lognormal,138.2,0.11,lognormal,146.7,0.11,lognormal,152.2,0.13
-M.SF.1.gab.tnail.trs.6s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.3,lognormal,149.5,0.11,normal,158.4,15.1,lognormal,163.6,0.12
-M.SF.1.gab.tnail.trs.6s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.6,normal,155.7,15.0,lognormal,166.1,0.11,lognormal,171.3,0.12
-M.SF.1.gab.tnail.trs.6s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.9,normal,126.6,11.9,normal,134.1,12.9,lognormal,139.9,0.12
-M.SF.1.gab.tnail.trs.6s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,14.8,normal,125.5,12.9,normal,129.1,12.6,normal,130.4,13.0
-M.SF.1.gab.tnail.trs.6s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.9,lognormal,138.4,0.11,normal,146.2,14.2,lognormal,150.8,0.12
-M.SF.1.gab.tnail.trs.6s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,15.8,lognormal,149.7,0.11,normal,158.0,14.7,lognormal,162.8,0.11
-M.SF.1.gab.tnail.trs.6s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,17.3,normal,155.6,15.0,lognormal,166.3,0.11,lognormal,171.5,0.12
-M.SF.1.gab.tnail.trs.6s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.9,normal,126.4,11.9,lognormal,133.6,0.1,lognormal,138.7,0.12
-M.SF.1.gab.tnail.trs.6s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.5,normal,125.2,12.8,normal,129.2,13.0,normal,130.7,13.4
-M.SF.1.gab.tnail.trs.6s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.5,lognormal,138.2,0.11,lognormal,146.7,0.11,lognormal,152.2,0.13
-M.SF.1.gab.tnail.trs.6s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.3,lognormal,149.5,0.11,normal,158.4,15.1,lognormal,163.6,0.12
-M.SF.1.gab.tnail.trs.6s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.6,normal,155.7,15.0,lognormal,166.1,0.11,lognormal,171.3,0.12
-M.SF.1.gab.tnail.trs.6s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.9,normal,126.6,11.9,normal,134.1,12.9,lognormal,139.9,0.12
-M.SF.1.gab.tnail.trs.6s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,14.8,normal,125.5,12.9,normal,129.1,12.6,normal,130.4,13.0
-M.SF.1.gab.tnail.trs.6s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.9,lognormal,138.4,0.11,normal,146.2,14.2,lognormal,150.8,0.12
-M.SF.1.gab.tnail.trs.6s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,15.8,lognormal,149.7,0.11,normal,158.0,14.7,lognormal,162.8,0.11
-M.SF.1.gab.tnail.trs.6s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,17.0,normal,157.8,15.8,lognormal,164.2,0.1,normal,165.3,16.0
-M.SF.1.gab.tnail.trs.6s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.5,lognormal,128.7,0.11,lognormal,132.1,0.11,lognormal,132.7,0.11
-M.SF.1.gab.tnail.trs.6s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,15.5,normal,128.7,14.3,normal,133.1,14.4,normal,133.7,14.7
-M.SF.1.gab.tnail.trs.6s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.2,lognormal,139.3,0.11,lognormal,144.0,0.11,lognormal,144.4,0.11
-M.SF.1.gab.tnail.trs.6s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,17.0,lognormal,150.9,0.11,normal,156.5,15.2,lognormal,157.7,0.11
-M.SF.1.gab.tnail.trs.6s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,17.4,normal,157.1,15.0,lognormal,163.5,0.09,lognormal,164.5,0.1
-M.SF.1.gab.tnail.trs.6s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,14.4,lognormal,128.6,0.11,lognormal,132.0,0.11,lognormal,132.7,0.11
-M.SF.1.gab.tnail.trs.6s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,15.3,normal,129.1,14.5,normal,133.5,14.9,normal,134.1,15.2
-M.SF.1.gab.tnail.trs.6s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,15.4,lognormal,139.8,0.11,lognormal,144.2,0.11,lognormal,144.7,0.11
-M.SF.1.gab.tnail.trs.6s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,16.8,normal,150.3,14.7,normal,155.8,14.1,normal,156.6,14.2
-M.SF.1.gab.tnail.trs.6s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,17.3,normal,155.6,15.0,lognormal,166.3,0.11,lognormal,171.5,0.12
-M.SF.1.gab.tnail.trs.6s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.9,normal,126.4,11.9,lognormal,133.6,0.1,lognormal,138.7,0.12
-M.SF.1.gab.tnail.trs.6s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.5,normal,125.2,12.8,normal,129.2,13.0,normal,130.7,13.4
-M.SF.1.gab.tnail.trs.6s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.5,lognormal,138.2,0.11,lognormal,146.7,0.11,lognormal,152.2,0.13
-M.SF.1.gab.tnail.trs.6s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.3,lognormal,149.5,0.11,normal,158.4,15.1,lognormal,163.6,0.12
-M.SF.1.gab.tnail.trs.6s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.6,normal,155.7,15.0,lognormal,166.1,0.11,lognormal,171.3,0.12
-M.SF.1.gab.tnail.trs.6s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.9,normal,126.6,11.9,normal,134.1,12.9,lognormal,139.9,0.12
-M.SF.1.gab.tnail.trs.6s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,14.8,normal,125.5,12.9,normal,129.1,12.6,normal,130.4,13.0
-M.SF.1.gab.tnail.trs.6s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.9,lognormal,138.4,0.11,normal,146.2,14.2,lognormal,150.8,0.12
-M.SF.1.gab.tnail.trs.6s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,15.8,lognormal,149.7,0.11,normal,158.0,14.7,lognormal,162.8,0.11
-M.SF.1.gab.tnail.trs.6s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,17.3,normal,155.6,15.0,lognormal,166.3,0.11,lognormal,171.5,0.12
-M.SF.1.gab.tnail.trs.6s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.9,normal,126.4,11.9,lognormal,133.6,0.1,lognormal,138.7,0.12
-M.SF.1.gab.tnail.trs.6s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.5,normal,125.2,12.8,normal,129.2,13.0,normal,130.7,13.4
-M.SF.1.gab.tnail.trs.6s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.5,lognormal,138.2,0.11,lognormal,146.7,0.11,lognormal,152.2,0.13
-M.SF.1.gab.tnail.trs.6s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.3,lognormal,149.5,0.11,normal,158.4,15.1,lognormal,163.6,0.12
-M.SF.1.gab.tnail.trs.6s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.6,normal,155.7,15.0,lognormal,166.1,0.11,lognormal,171.3,0.12
-M.SF.1.gab.tnail.trs.6s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.9,normal,126.6,11.9,normal,134.1,12.9,lognormal,139.9,0.12
-M.SF.1.gab.tnail.trs.6s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,14.8,normal,125.5,12.9,normal,129.1,12.6,normal,130.4,13.0
-M.SF.1.gab.tnail.trs.6s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.9,lognormal,138.4,0.11,normal,146.2,14.2,lognormal,150.8,0.12
-M.SF.1.gab.tnail.trs.6s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,15.8,lognormal,149.7,0.11,normal,158.0,14.7,lognormal,162.8,0.11
-M.SF.1.gab.tnail.trs.6s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.8,0.15,normal,172.9,21.1,normal,185.7,17.4,lognormal,189.7,0.1
-M.SF.1.gab.tnail.trs.6s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.15,normal,148.1,18.1,normal,157.2,17.0,normal,158.6,17.2
-M.SF.1.gab.tnail.trs.6s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.2,normal,142.0,18.7,normal,155.7,16.4,normal,158.3,15.8
-M.SF.1.gab.tnail.trs.6s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.16,lognormal,157.4,0.13,normal,169.0,18.3,lognormal,171.9,0.12
-M.SF.1.gab.tnail.trs.6s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,19.3,normal,167.0,20.0,normal,179.2,16.7,normal,183.3,18.3
-M.SF.1.gab.tnail.trs.6s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.7,0.15,normal,172.6,21.3,normal,187.2,18.7,normal,190.1,18.2
-M.SF.1.gab.tnail.trs.6s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.3,0.15,normal,147.2,16.9,normal,157.3,17.2,normal,159.2,17.8
-M.SF.1.gab.tnail.trs.6s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.1,normal,141.4,18.5,lognormal,155.6,0.12,normal,158.4,16.8
-M.SF.1.gab.tnail.trs.6s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,17.2,normal,158.4,19.7,normal,169.2,17.8,lognormal,172.1,0.12
-M.SF.1.gab.tnail.trs.6s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,19.2,normal,167.0,19.8,normal,179.9,17.4,normal,183.5,18.5
-M.SF.1.gab.tnail.trs.6s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.5,0.15,normal,172.3,19.3,lognormal,184.1,0.09,normal,186.5,16.6
-M.SF.1.gab.tnail.trs.6s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.7,normal,147.5,17.1,normal,156.9,16.9,normal,160.4,18.8
-M.SF.1.gab.tnail.trs.6s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,16.3,normal,141.3,17.0,lognormal,154.1,0.11,lognormal,156.5,0.11
-M.SF.1.gab.tnail.trs.6s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,17.3,normal,157.6,17.3,lognormal,168.8,0.11,lognormal,172.5,0.12
-M.SF.1.gab.tnail.trs.6s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,18.7,normal,168.0,19.1,normal,179.1,17.0,normal,180.9,17.0
-M.SF.1.gab.tnail.trs.6s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.15,normal,171.9,18.9,lognormal,184.1,0.1,lognormal,187.2,0.1
-M.SF.1.gab.tnail.trs.6s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,16.4,normal,146.9,16.5,normal,156.4,16.5,normal,159.6,18.3
-M.SF.1.gab.tnail.trs.6s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,15.9,normal,142.8,17.9,lognormal,153.8,0.11,lognormal,156.6,0.11
-M.SF.1.gab.tnail.trs.6s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.9,0.15,normal,157.4,17.6,lognormal,168.9,0.11,normal,171.4,18.1
-M.SF.1.gab.tnail.trs.6s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,18.6,normal,165.9,17.8,normal,178.3,17.3,normal,180.8,17.7
-M.SF.1.gab.tnail.trs.6s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.8,0.15,normal,172.9,21.1,normal,185.7,17.4,lognormal,189.7,0.1
-M.SF.1.gab.tnail.trs.6s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.15,normal,148.1,18.1,normal,157.2,17.0,normal,158.6,17.2
-M.SF.1.gab.tnail.trs.6s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.2,normal,142.0,18.7,normal,155.7,16.4,normal,158.3,15.8
-M.SF.1.gab.tnail.trs.6s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.9,0.16,lognormal,157.4,0.13,normal,169.0,18.3,lognormal,171.9,0.12
-M.SF.1.gab.tnail.trs.6s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,19.3,normal,167.0,20.0,normal,179.2,16.7,normal,183.3,18.3
-M.SF.1.gab.tnail.trs.6s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.7,0.15,normal,172.6,21.3,normal,187.2,18.7,normal,190.1,18.2
-M.SF.1.gab.tnail.trs.6s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.3,0.15,normal,147.2,16.9,normal,157.3,17.2,normal,159.2,17.8
-M.SF.1.gab.tnail.trs.6s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.1,normal,141.4,18.5,lognormal,155.6,0.12,normal,158.4,16.8
-M.SF.1.gab.tnail.trs.6s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,17.2,normal,158.4,19.7,normal,169.2,17.8,lognormal,172.1,0.12
-M.SF.1.gab.tnail.trs.6s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.6,19.2,normal,167.0,19.8,normal,179.9,17.4,normal,183.5,18.5
-M.SF.1.gab.tnail.trs.6s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.5,0.15,normal,172.3,19.3,lognormal,184.1,0.09,normal,186.5,16.6
-M.SF.1.gab.tnail.trs.6s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.7,normal,147.5,17.1,normal,156.9,16.9,normal,160.4,18.8
-M.SF.1.gab.tnail.trs.6s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,16.3,normal,141.3,17.0,lognormal,154.1,0.11,lognormal,156.5,0.11
-M.SF.1.gab.tnail.trs.6s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,17.3,normal,157.6,17.3,lognormal,168.8,0.11,lognormal,172.5,0.12
-M.SF.1.gab.tnail.trs.6s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,18.7,normal,168.0,19.1,normal,179.1,17.0,normal,180.9,17.0
-M.SF.1.gab.tnail.trs.6s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.15,normal,171.9,18.9,lognormal,184.1,0.1,lognormal,187.2,0.1
-M.SF.1.gab.tnail.trs.6s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,16.4,normal,146.9,16.5,normal,156.4,16.5,normal,159.6,18.3
-M.SF.1.gab.tnail.trs.6s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,15.9,normal,142.8,17.9,lognormal,153.8,0.11,lognormal,156.6,0.11
-M.SF.1.gab.tnail.trs.6s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.9,0.15,normal,157.4,17.6,lognormal,168.9,0.11,normal,171.4,18.1
-M.SF.1.gab.tnail.trs.6s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,18.6,normal,165.9,17.8,normal,178.3,17.3,normal,180.8,17.7
-M.SF.1.gab.tnail.trs.8d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,148.2,17.0,normal,161.4,15.4,lognormal,166.1,0.11
-M.SF.1.gab.tnail.trs.8d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,14.0,normal,123.9,13.5,normal,131.0,12.9,lognormal,132.6,0.11
-M.SF.1.gab.tnail.trs.8d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.9,0.16,normal,121.3,15.8,normal,131.2,14.7,normal,134.3,15.7
-M.SF.1.gab.tnail.trs.8d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.8,normal,133.7,14.3,normal,142.6,14.0,lognormal,144.7,0.11
-M.SF.1.gab.tnail.trs.8d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,normal,142.9,16.4,normal,153.8,14.1,normal,156.6,14.4
-M.SF.1.gab.tnail.trs.8d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,148.3,17.1,normal,160.3,14.3,lognormal,164.4,0.1
-M.SF.1.gab.tnail.trs.8d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.2,normal,124.2,13.6,normal,131.0,12.8,lognormal,132.7,0.11
-M.SF.1.gab.tnail.trs.8d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.7,0.16,lognormal,121.1,0.14,normal,131.3,14.5,normal,134.6,15.4
-M.SF.1.gab.tnail.trs.8d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.9,0.15,normal,133.7,14.8,normal,142.8,14.2,lognormal,144.7,0.11
-M.SF.1.gab.tnail.trs.8d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.1,0.15,normal,143.1,16.1,normal,154.3,14.6,lognormal,157.1,0.1
-M.SF.1.gab.tnail.trs.8d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.4,normal,148.9,17.2,normal,163.6,14.9,lognormal,171.4,0.11
-M.SF.1.gab.tnail.trs.8d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,13.8,normal,123.5,12.8,lognormal,133.2,0.1,lognormal,138.8,0.12
-M.SF.1.gab.tnail.trs.8d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.5,0.15,normal,120.2,14.2,normal,128.4,13.0,normal,131.3,13.7
-M.SF.1.gab.tnail.trs.8d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.4,normal,133.5,14.2,lognormal,145.2,0.1,normal,150.9,15.8
-M.SF.1.gab.tnail.trs.8d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,15.9,normal,143.4,16.2,normal,156.2,13.9,lognormal,163.8,0.11
-M.SF.1.gab.tnail.trs.8d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,16.7,normal,148.4,16.6,normal,162.6,14.4,lognormal,170.9,0.11
-M.SF.1.gab.tnail.trs.8d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.7,normal,123.5,12.7,lognormal,133.2,0.1,lognormal,138.8,0.12
-M.SF.1.gab.tnail.trs.8d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.4,0.15,normal,119.9,13.8,normal,127.8,12.6,normal,130.6,13.1
-M.SF.1.gab.tnail.trs.8d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.1,normal,133.4,14.2,lognormal,144.9,0.1,normal,150.9,15.8
-M.SF.1.gab.tnail.trs.8d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.7,normal,143.4,15.9,normal,156.6,14.0,lognormal,163.1,0.11
-M.SF.1.gab.tnail.trs.8d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,16.0,normal,148.2,16.7,lognormal,158.6,0.09,lognormal,163.0,0.1
-M.SF.1.gab.tnail.trs.8d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,12.7,lognormal,121.3,0.11,lognormal,128.3,0.11,lognormal,131.0,0.12
-M.SF.1.gab.tnail.trs.8d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.5,0.14,normal,113.8,12.3,lognormal,119.3,0.13,lognormal,120.6,0.13
-M.SF.1.gab.tnail.trs.8d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.7,normal,131.1,13.0,normal,139.4,12.5,lognormal,143.1,0.11
-M.SF.1.gab.tnail.trs.8d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.9,0.14,normal,141.2,14.6,normal,151.5,13.2,lognormal,155.4,0.1
-M.SF.1.gab.tnail.trs.8d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,147.6,16.3,lognormal,158.4,0.09,lognormal,163.2,0.1
-M.SF.1.gab.tnail.trs.8d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,12.7,lognormal,121.6,0.11,normal,128.2,12.8,lognormal,130.8,0.12
-M.SF.1.gab.tnail.trs.8d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.3,0.14,lognormal,113.7,0.12,lognormal,119.2,0.13,lognormal,120.4,0.14
-M.SF.1.gab.tnail.trs.8d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.7,normal,131.0,12.9,lognormal,139.5,0.1,lognormal,143.2,0.11
-M.SF.1.gab.tnail.trs.8d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,15.7,normal,142.0,15.2,normal,152.0,13.5,lognormal,155.5,0.1
-M.SF.1.gab.tnail.trs.8d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,148.2,17.0,normal,161.4,15.4,lognormal,166.1,0.11
-M.SF.1.gab.tnail.trs.8d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,14.0,normal,123.9,13.5,normal,131.0,12.9,lognormal,132.6,0.11
-M.SF.1.gab.tnail.trs.8d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.9,0.16,normal,121.3,15.8,normal,131.2,14.7,normal,134.3,15.7
-M.SF.1.gab.tnail.trs.8d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.8,normal,133.7,14.3,normal,142.6,14.0,lognormal,144.7,0.11
-M.SF.1.gab.tnail.trs.8d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,normal,142.9,16.4,normal,153.8,14.1,normal,156.6,14.4
-M.SF.1.gab.tnail.trs.8d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,148.3,17.1,normal,160.3,14.3,lognormal,164.4,0.1
-M.SF.1.gab.tnail.trs.8d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.2,normal,124.2,13.6,normal,131.0,12.8,lognormal,132.7,0.11
-M.SF.1.gab.tnail.trs.8d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.7,0.16,lognormal,121.1,0.14,normal,131.3,14.5,normal,134.6,15.4
-M.SF.1.gab.tnail.trs.8d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.9,0.15,normal,133.7,14.8,normal,142.8,14.2,lognormal,144.7,0.11
-M.SF.1.gab.tnail.trs.8d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.1,0.15,normal,143.1,16.1,normal,154.3,14.6,lognormal,157.1,0.1
-M.SF.1.gab.tnail.trs.8d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.4,normal,148.9,17.2,normal,163.6,14.9,lognormal,171.4,0.11
-M.SF.1.gab.tnail.trs.8d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,13.8,normal,123.5,12.8,lognormal,133.2,0.1,lognormal,138.8,0.12
-M.SF.1.gab.tnail.trs.8d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.5,0.15,normal,120.2,14.2,normal,128.4,13.0,normal,131.3,13.7
-M.SF.1.gab.tnail.trs.8d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.4,normal,133.5,14.2,lognormal,145.2,0.1,normal,150.9,15.8
-M.SF.1.gab.tnail.trs.8d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,15.9,normal,143.4,16.2,normal,156.2,13.9,lognormal,163.8,0.11
-M.SF.1.gab.tnail.trs.8d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,16.7,normal,148.4,16.6,normal,162.6,14.4,lognormal,170.9,0.11
-M.SF.1.gab.tnail.trs.8d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.7,normal,123.5,12.7,lognormal,133.2,0.1,lognormal,138.8,0.12
-M.SF.1.gab.tnail.trs.8d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.4,0.15,normal,119.9,13.8,normal,127.8,12.6,normal,130.6,13.1
-M.SF.1.gab.tnail.trs.8d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.1,normal,133.4,14.2,lognormal,144.9,0.1,normal,150.9,15.8
-M.SF.1.gab.tnail.trs.8d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.7,normal,143.4,15.9,normal,156.6,14.0,lognormal,163.1,0.11
-M.SF.1.gab.tnail.trs.8d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,16.0,normal,148.2,16.7,lognormal,158.6,0.09,lognormal,163.0,0.1
-M.SF.1.gab.tnail.trs.8d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,12.7,lognormal,121.3,0.11,lognormal,128.3,0.11,lognormal,131.0,0.12
-M.SF.1.gab.tnail.trs.8d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.5,0.14,normal,113.8,12.3,lognormal,119.3,0.13,lognormal,120.6,0.13
-M.SF.1.gab.tnail.trs.8d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.7,normal,131.1,13.0,normal,139.4,12.5,lognormal,143.1,0.11
-M.SF.1.gab.tnail.trs.8d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.9,0.14,normal,141.2,14.6,normal,151.5,13.2,lognormal,155.4,0.1
-M.SF.1.gab.tnail.trs.8d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,147.6,16.3,lognormal,158.4,0.09,lognormal,163.2,0.1
-M.SF.1.gab.tnail.trs.8d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,12.7,lognormal,121.6,0.11,normal,128.2,12.8,lognormal,130.8,0.12
-M.SF.1.gab.tnail.trs.8d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.3,0.14,lognormal,113.7,0.12,lognormal,119.2,0.13,lognormal,120.4,0.14
-M.SF.1.gab.tnail.trs.8d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.7,normal,131.0,12.9,lognormal,139.5,0.1,lognormal,143.2,0.11
-M.SF.1.gab.tnail.trs.8d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,15.7,normal,142.0,15.2,normal,152.0,13.5,lognormal,155.5,0.1
-M.SF.1.gab.tnail.trs.8d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,17.4,normal,153.4,20.4,normal,176.6,18.2,normal,189.9,18.5
-M.SF.1.gab.tnail.trs.8d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,15.3,normal,134.1,17.6,normal,151.3,17.0,lognormal,159.5,0.12
-M.SF.1.gab.tnail.trs.8d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.0,0.16,lognormal,125.3,0.16,normal,146.6,17.9,lognormal,158.8,0.11
-M.SF.1.gab.tnail.trs.8d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,16.0,normal,140.7,18.2,normal,162.1,18.7,normal,172.6,19.0
-M.SF.1.gab.tnail.trs.8d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.16,normal,149.9,20.1,normal,172.1,19.6,normal,184.6,19.6
-M.SF.1.gab.tnail.trs.8d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,17.2,normal,153.6,20.9,normal,176.3,17.9,lognormal,190.7,0.11
-M.SF.1.gab.tnail.trs.8d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,14.8,normal,133.5,17.5,lognormal,151.5,0.13,normal,159.7,18.6
-M.SF.1.gab.tnail.trs.8d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,14.1,normal,124.6,17.2,normal,146.9,18.1,normal,158.6,16.1
-M.SF.1.gab.tnail.trs.8d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,16.2,normal,141.5,18.6,lognormal,162.6,0.13,normal,172.8,19.3
-M.SF.1.gab.tnail.trs.8d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,16.8,normal,149.7,20.1,normal,171.3,18.5,lognormal,182.9,0.1
-M.SF.1.gab.tnail.trs.8d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.4,0.15,normal,154.4,20.0,lognormal,175.9,0.11,lognormal,189.3,0.12
-M.SF.1.gab.tnail.trs.8d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.1,normal,134.2,17.2,normal,152.4,17.4,normal,159.6,17.9
-M.SF.1.gab.tnail.trs.8d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.16,normal,126.8,17.7,normal,147.4,17.0,lognormal,157.0,0.11
-M.SF.1.gab.tnail.trs.8d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.6,0.16,normal,143.2,19.0,normal,162.8,17.3,lognormal,173.0,0.12
-M.SF.1.gab.tnail.trs.8d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.6,0.16,normal,150.2,19.5,normal,172.9,19.0,lognormal,182.5,0.11
-M.SF.1.gab.tnail.trs.8d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.15,normal,155.3,21.1,normal,176.8,18.2,lognormal,189.1,0.12
-M.SF.1.gab.tnail.trs.8d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,15.3,normal,135.0,17.5,lognormal,152.5,0.12,normal,160.3,18.3
-M.SF.1.gab.tnail.trs.8d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,lognormal,126.6,0.15,normal,147.7,17.6,lognormal,157.1,0.11
-M.SF.1.gab.tnail.trs.8d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.5,normal,142.9,18.8,lognormal,163.4,0.12,normal,171.4,18.1
-M.SF.1.gab.tnail.trs.8d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,normal,150.6,19.8,normal,172.7,18.7,lognormal,182.7,0.11
-M.SF.1.gab.tnail.trs.8d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,17.4,normal,153.4,20.4,normal,176.6,18.2,normal,189.9,18.5
-M.SF.1.gab.tnail.trs.8d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,15.3,normal,134.1,17.6,normal,151.3,17.0,lognormal,159.5,0.12
-M.SF.1.gab.tnail.trs.8d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.0,0.16,lognormal,125.3,0.16,normal,146.6,17.9,lognormal,158.8,0.11
-M.SF.1.gab.tnail.trs.8d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,16.0,normal,140.7,18.2,normal,162.1,18.7,normal,172.6,19.0
-M.SF.1.gab.tnail.trs.8d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.16,normal,149.9,20.1,normal,172.1,19.6,normal,184.6,19.6
-M.SF.1.gab.tnail.trs.8d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,17.2,normal,153.6,20.9,normal,176.3,17.9,lognormal,190.7,0.11
-M.SF.1.gab.tnail.trs.8d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,14.8,normal,133.5,17.5,lognormal,151.5,0.13,normal,159.7,18.6
-M.SF.1.gab.tnail.trs.8d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,14.1,normal,124.6,17.2,normal,146.9,18.1,normal,158.6,16.1
-M.SF.1.gab.tnail.trs.8d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,16.2,normal,141.5,18.6,lognormal,162.6,0.13,normal,172.8,19.3
-M.SF.1.gab.tnail.trs.8d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,16.8,normal,149.7,20.1,normal,171.3,18.5,lognormal,182.9,0.1
-M.SF.1.gab.tnail.trs.8d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.4,0.15,normal,154.4,20.0,lognormal,175.9,0.11,lognormal,189.3,0.12
-M.SF.1.gab.tnail.trs.8d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.1,normal,134.2,17.2,normal,152.4,17.4,normal,159.6,17.9
-M.SF.1.gab.tnail.trs.8d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.16,normal,126.8,17.7,normal,147.4,17.0,lognormal,157.0,0.11
-M.SF.1.gab.tnail.trs.8d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.6,0.16,normal,143.2,19.0,normal,162.8,17.3,lognormal,173.0,0.12
-M.SF.1.gab.tnail.trs.8d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.6,0.16,normal,150.2,19.5,normal,172.9,19.0,lognormal,182.5,0.11
-M.SF.1.gab.tnail.trs.8d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.15,normal,155.3,21.1,normal,176.8,18.2,lognormal,189.1,0.12
-M.SF.1.gab.tnail.trs.8d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,15.3,normal,135.0,17.5,lognormal,152.5,0.12,normal,160.3,18.3
-M.SF.1.gab.tnail.trs.8d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,lognormal,126.6,0.15,normal,147.7,17.6,lognormal,157.1,0.11
-M.SF.1.gab.tnail.trs.8d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.5,normal,142.9,18.8,lognormal,163.4,0.12,normal,171.4,18.1
-M.SF.1.gab.tnail.trs.8d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,normal,150.6,19.8,normal,172.7,18.7,lognormal,182.7,0.11
-M.SF.1.gab.tnail.trs.8s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.6,0.14,normal,157.7,15.7,lognormal,164.3,0.1,lognormal,165.4,0.1
-M.SF.1.gab.tnail.trs.8s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,128.3,0.11,lognormal,131.8,0.11,lognormal,132.6,0.11
-M.SF.1.gab.tnail.trs.8s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.5,0.15,normal,128.8,14.4,normal,133.3,14.7,normal,133.9,15.0
-M.SF.1.gab.tnail.trs.8s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,15.5,lognormal,139.6,0.11,lognormal,144.3,0.11,lognormal,144.8,0.11
-M.SF.1.gab.tnail.trs.8s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,16.6,normal,151.0,15.7,normal,156.7,14.8,normal,157.8,15.5
-M.SF.1.gab.tnail.trs.8s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.7,normal,157.2,15.0,lognormal,163.9,0.1,lognormal,165.0,0.1
-M.SF.1.gab.tnail.trs.8s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.6,lognormal,128.5,0.11,normal,131.4,13.0,lognormal,132.6,0.11
-M.SF.1.gab.tnail.trs.8s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.4,0.15,normal,128.7,14.3,lognormal,133.2,0.12,lognormal,133.8,0.12
-M.SF.1.gab.tnail.trs.8s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.5,lognormal,139.4,0.11,lognormal,144.2,0.11,lognormal,144.8,0.11
-M.SF.1.gab.tnail.trs.8s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,16.0,normal,151.0,15.2,normal,155.8,14.2,normal,156.4,14.3
-M.SF.1.gab.tnail.trs.8s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.8,0.14,normal,155.5,14.9,lognormal,165.6,0.1,lognormal,171.1,0.12
-M.SF.1.gab.tnail.trs.8s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,14.2,normal,126.5,12.0,lognormal,133.8,0.1,lognormal,138.9,0.12
-M.SF.1.gab.tnail.trs.8s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,14.5,normal,125.6,13.0,normal,129.4,13.0,normal,131.0,13.4
-M.SF.1.gab.tnail.trs.8s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,14.6,lognormal,138.0,0.11,lognormal,146.7,0.11,lognormal,152.2,0.13
-M.SF.1.gab.tnail.trs.8s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,16.6,lognormal,149.8,0.11,normal,158.2,14.8,lognormal,163.9,0.12
-M.SF.1.gab.tnail.trs.8s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.7,normal,155.6,14.7,lognormal,165.6,0.1,normal,170.8,17.9
-M.SF.1.gab.tnail.trs.8s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.1,normal,126.6,12.0,normal,133.9,12.8,lognormal,139.4,0.12
-M.SF.1.gab.tnail.trs.8s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.7,normal,125.4,12.9,normal,129.1,12.8,lognormal,130.7,0.11
-M.SF.1.gab.tnail.trs.8s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,15.0,lognormal,138.2,0.11,normal,145.7,14.1,lognormal,151.0,0.12
-M.SF.1.gab.tnail.trs.8s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.5,normal,149.6,15.0,normal,158.2,14.7,lognormal,163.7,0.12
-M.SF.1.gab.tnail.trs.8s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.8,0.14,normal,155.5,14.9,lognormal,165.6,0.1,lognormal,171.1,0.12
-M.SF.1.gab.tnail.trs.8s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,14.2,normal,126.5,12.0,lognormal,133.8,0.1,lognormal,138.9,0.12
-M.SF.1.gab.tnail.trs.8s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,14.5,normal,125.6,13.0,normal,129.4,13.0,normal,131.0,13.4
-M.SF.1.gab.tnail.trs.8s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,14.6,lognormal,138.0,0.11,lognormal,146.7,0.11,lognormal,152.2,0.13
-M.SF.1.gab.tnail.trs.8s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,16.6,lognormal,149.8,0.11,normal,158.2,14.8,lognormal,163.9,0.12
-M.SF.1.gab.tnail.trs.8s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.7,normal,155.6,14.7,lognormal,165.6,0.1,normal,170.8,17.9
-M.SF.1.gab.tnail.trs.8s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.1,normal,126.6,12.0,normal,133.9,12.8,lognormal,139.4,0.12
-M.SF.1.gab.tnail.trs.8s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.7,normal,125.4,12.9,normal,129.1,12.8,lognormal,130.7,0.11
-M.SF.1.gab.tnail.trs.8s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,15.0,lognormal,138.2,0.11,normal,145.7,14.1,lognormal,151.0,0.12
-M.SF.1.gab.tnail.trs.8s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.5,normal,149.6,15.0,normal,158.2,14.7,lognormal,163.7,0.12
-M.SF.1.gab.tnail.trs.8s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.6,0.14,normal,157.7,15.7,lognormal,164.3,0.1,lognormal,165.4,0.1
-M.SF.1.gab.tnail.trs.8s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,128.3,0.11,lognormal,131.8,0.11,lognormal,132.6,0.11
-M.SF.1.gab.tnail.trs.8s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.5,0.15,normal,128.8,14.4,normal,133.3,14.7,normal,133.9,15.0
-M.SF.1.gab.tnail.trs.8s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,15.5,lognormal,139.6,0.11,lognormal,144.3,0.11,lognormal,144.8,0.11
-M.SF.1.gab.tnail.trs.8s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,16.6,normal,151.0,15.7,normal,156.7,14.8,normal,157.8,15.5
-M.SF.1.gab.tnail.trs.8s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.7,normal,157.2,15.0,lognormal,163.9,0.1,lognormal,165.0,0.1
-M.SF.1.gab.tnail.trs.8s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.6,lognormal,128.5,0.11,normal,131.4,13.0,lognormal,132.6,0.11
-M.SF.1.gab.tnail.trs.8s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.4,0.15,normal,128.7,14.3,lognormal,133.2,0.12,lognormal,133.8,0.12
-M.SF.1.gab.tnail.trs.8s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.5,lognormal,139.4,0.11,lognormal,144.2,0.11,lognormal,144.8,0.11
-M.SF.1.gab.tnail.trs.8s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,16.0,normal,151.0,15.2,normal,155.8,14.2,normal,156.4,14.3
-M.SF.1.gab.tnail.trs.8s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.8,0.14,normal,155.5,14.9,lognormal,165.6,0.1,lognormal,171.1,0.12
-M.SF.1.gab.tnail.trs.8s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,14.2,normal,126.5,12.0,lognormal,133.8,0.1,lognormal,138.9,0.12
-M.SF.1.gab.tnail.trs.8s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,14.5,normal,125.6,13.0,normal,129.4,13.0,normal,131.0,13.4
-M.SF.1.gab.tnail.trs.8s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,14.6,lognormal,138.0,0.11,lognormal,146.7,0.11,lognormal,152.2,0.13
-M.SF.1.gab.tnail.trs.8s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,16.6,lognormal,149.8,0.11,normal,158.2,14.8,lognormal,163.9,0.12
-M.SF.1.gab.tnail.trs.8s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.7,normal,155.6,14.7,lognormal,165.6,0.1,normal,170.8,17.9
-M.SF.1.gab.tnail.trs.8s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.1,normal,126.6,12.0,normal,133.9,12.8,lognormal,139.4,0.12
-M.SF.1.gab.tnail.trs.8s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.7,normal,125.4,12.9,normal,129.1,12.8,lognormal,130.7,0.11
-M.SF.1.gab.tnail.trs.8s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,15.0,lognormal,138.2,0.11,normal,145.7,14.1,lognormal,151.0,0.12
-M.SF.1.gab.tnail.trs.8s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.5,normal,149.6,15.0,normal,158.2,14.7,lognormal,163.7,0.12
-M.SF.1.gab.tnail.trs.8s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.8,0.14,normal,155.5,14.9,lognormal,165.6,0.1,lognormal,171.1,0.12
-M.SF.1.gab.tnail.trs.8s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,14.2,normal,126.5,12.0,lognormal,133.8,0.1,lognormal,138.9,0.12
-M.SF.1.gab.tnail.trs.8s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,14.5,normal,125.6,13.0,normal,129.4,13.0,normal,131.0,13.4
-M.SF.1.gab.tnail.trs.8s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,14.6,lognormal,138.0,0.11,lognormal,146.7,0.11,lognormal,152.2,0.13
-M.SF.1.gab.tnail.trs.8s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,16.6,lognormal,149.8,0.11,normal,158.2,14.8,lognormal,163.9,0.12
-M.SF.1.gab.tnail.trs.8s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,16.7,normal,155.6,14.7,lognormal,165.6,0.1,normal,170.8,17.9
-M.SF.1.gab.tnail.trs.8s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.1,normal,126.6,12.0,normal,133.9,12.8,lognormal,139.4,0.12
-M.SF.1.gab.tnail.trs.8s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.7,normal,125.4,12.9,normal,129.1,12.8,lognormal,130.7,0.11
-M.SF.1.gab.tnail.trs.8s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,15.0,lognormal,138.2,0.11,normal,145.7,14.1,lognormal,151.0,0.12
-M.SF.1.gab.tnail.trs.8s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.5,normal,149.6,15.0,normal,158.2,14.7,lognormal,163.7,0.12
-M.SF.1.gab.tnail.trs.8s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,19.1,normal,172.9,21.4,normal,186.4,17.6,normal,189.7,17.0
-M.SF.1.gab.tnail.trs.8s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,lognormal,148.0,0.13,normal,157.6,17.1,normal,159.7,17.8
-M.SF.1.gab.tnail.trs.8s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.4,0.16,normal,141.6,18.4,normal,156.1,16.9,normal,159.0,16.7
-M.SF.1.gab.tnail.trs.8s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.8,0.15,normal,157.7,18.6,lognormal,170.7,0.12,normal,172.9,19.3
-M.SF.1.gab.tnail.trs.8s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,18.2,normal,168.8,21.6,normal,180.0,17.6,normal,184.0,18.9
-M.SF.1.gab.tnail.trs.8s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.6,0.15,normal,172.6,21.2,normal,186.4,17.6,normal,190.6,18.3
-M.SF.1.gab.tnail.trs.8s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,17.4,normal,147.7,17.8,lognormal,157.6,0.12,normal,159.4,18.4
-M.SF.1.gab.tnail.trs.8s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,16.1,normal,141.3,18.4,lognormal,156.3,0.12,normal,159.3,17.1
-M.SF.1.gab.tnail.trs.8s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.0,normal,158.3,18.7,normal,169.8,18.1,lognormal,172.9,0.12
-M.SF.1.gab.tnail.trs.8s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,18.3,normal,168.3,21.3,normal,179.5,16.8,normal,183.4,18.2
-M.SF.1.gab.tnail.trs.8s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.15,normal,171.9,19.5,lognormal,184.8,0.11,lognormal,189.1,0.12
-M.SF.1.gab.tnail.trs.8s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,16.7,normal,148.1,16.9,normal,157.0,16.8,normal,160.2,18.3
-M.SF.1.gab.tnail.trs.8s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,16.0,normal,142.4,17.9,normal,154.0,16.2,normal,156.6,16.1
-M.SF.1.gab.tnail.trs.8s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,18.1,lognormal,158.1,0.13,normal,167.8,16.7,normal,171.1,18.2
-M.SF.1.gab.tnail.trs.8s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,18.0,normal,167.1,19.3,lognormal,178.9,0.1,normal,181.3,17.8
-M.SF.1.gab.tnail.trs.8s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.4,0.15,normal,172.6,20.3,normal,184.7,17.4,lognormal,188.4,0.11
-M.SF.1.gab.tnail.trs.8s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.5,0.15,normal,147.6,17.1,normal,156.8,16.8,normal,160.1,18.6
-M.SF.1.gab.tnail.trs.8s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,15.5,normal,142.8,18.0,lognormal,154.2,0.11,lognormal,156.8,0.11
-M.SF.1.gab.tnail.trs.8s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,18.1,normal,157.2,18.0,normal,169.4,18.1,lognormal,172.5,0.12
-M.SF.1.gab.tnail.trs.8s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.4,0.15,normal,167.1,18.8,normal,178.4,16.5,normal,180.7,17.1
-M.SF.1.gab.tnail.trs.8s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,19.1,normal,172.9,21.4,normal,186.4,17.6,normal,189.7,17.0
-M.SF.1.gab.tnail.trs.8s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,lognormal,148.0,0.13,normal,157.6,17.1,normal,159.7,17.8
-M.SF.1.gab.tnail.trs.8s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.4,0.16,normal,141.6,18.4,normal,156.1,16.9,normal,159.0,16.7
-M.SF.1.gab.tnail.trs.8s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.8,0.15,normal,157.7,18.6,lognormal,170.7,0.12,normal,172.9,19.3
-M.SF.1.gab.tnail.trs.8s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,18.2,normal,168.8,21.6,normal,180.0,17.6,normal,184.0,18.9
-M.SF.1.gab.tnail.trs.8s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.6,0.15,normal,172.6,21.2,normal,186.4,17.6,normal,190.6,18.3
-M.SF.1.gab.tnail.trs.8s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,17.4,normal,147.7,17.8,lognormal,157.6,0.12,normal,159.4,18.4
-M.SF.1.gab.tnail.trs.8s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,16.1,normal,141.3,18.4,lognormal,156.3,0.12,normal,159.3,17.1
-M.SF.1.gab.tnail.trs.8s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.0,normal,158.3,18.7,normal,169.8,18.1,lognormal,172.9,0.12
-M.SF.1.gab.tnail.trs.8s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,18.3,normal,168.3,21.3,normal,179.5,16.8,normal,183.4,18.2
-M.SF.1.gab.tnail.trs.8s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.15,normal,171.9,19.5,lognormal,184.8,0.11,lognormal,189.1,0.12
-M.SF.1.gab.tnail.trs.8s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,16.7,normal,148.1,16.9,normal,157.0,16.8,normal,160.2,18.3
-M.SF.1.gab.tnail.trs.8s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,16.0,normal,142.4,17.9,normal,154.0,16.2,normal,156.6,16.1
-M.SF.1.gab.tnail.trs.8s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,18.1,lognormal,158.1,0.13,normal,167.8,16.7,normal,171.1,18.2
-M.SF.1.gab.tnail.trs.8s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,18.0,normal,167.1,19.3,lognormal,178.9,0.1,normal,181.3,17.8
-M.SF.1.gab.tnail.trs.8s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.4,0.15,normal,172.6,20.3,normal,184.7,17.4,lognormal,188.4,0.11
-M.SF.1.gab.tnail.trs.8s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.5,0.15,normal,147.6,17.1,normal,156.8,16.8,normal,160.1,18.6
-M.SF.1.gab.tnail.trs.8s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,15.5,normal,142.8,18.0,lognormal,154.2,0.11,lognormal,156.8,0.11
-M.SF.1.gab.tnail.trs.8s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,18.1,normal,157.2,18.0,normal,169.4,18.1,lognormal,172.5,0.12
-M.SF.1.gab.tnail.trs.8s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.4,0.15,normal,167.1,18.8,normal,178.4,16.5,normal,180.7,17.1
-M.SF.1.hip.strap.ows.st.0.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,17.0,normal,150.0,17.0,lognormal,167.9,0.11,lognormal,187.6,0.1
-M.SF.1.hip.strap.ows.st.0.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,14.8,lognormal,128.5,0.12,normal,142.5,14.1,lognormal,156.4,0.1
-M.SF.1.hip.strap.ows.st.0.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,14.7,normal,121.5,14.1,normal,134.0,13.2,normal,143.4,13.0
-M.SF.1.hip.strap.ows.st.0.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,15.7,normal,136.8,14.8,normal,152.5,14.9,normal,168.2,15.4
-M.SF.1.hip.strap.ows.st.0.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.1,0.15,normal,146.0,16.6,lognormal,162.9,0.11,normal,180.2,16.4
-M.SF.1.hip.strap.ows.st.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,17.3,normal,150.0,17.3,lognormal,164.5,0.11,lognormal,177.8,0.1
-M.SF.1.hip.strap.ows.st.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.5,lognormal,127.9,0.12,normal,139.1,13.7,lognormal,148.8,0.1
-M.SF.1.hip.strap.ows.st.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,14.9,lognormal,122.1,0.13,normal,132.0,13.1,lognormal,139.0,0.1
-M.SF.1.hip.strap.ows.st.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.0,16.4,normal,136.5,15.4,lognormal,149.6,0.11,lognormal,160.6,0.1
-M.SF.1.hip.strap.ows.st.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.2,0.13,normal,145.5,16.8,normal,159.2,15.7,lognormal,171.6,0.1
-M.SF.1.hip.strap.ows.st.1.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.6,0.15,lognormal,152.6,0.13,normal,171.6,18.1,lognormal,197.4,0.12
-M.SF.1.hip.strap.ows.st.1.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.6,lognormal,133.2,0.13,lognormal,149.8,0.11,lognormal,168.6,0.11
-M.SF.1.hip.strap.ows.st.1.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.7,0.15,lognormal,123.4,0.13,lognormal,140.6,0.12,lognormal,159.2,0.11
-M.SF.1.hip.strap.ows.st.1.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.0,0.15,lognormal,141.2,0.13,lognormal,159.8,0.12,lognormal,179.6,0.11
-M.SF.1.hip.strap.ows.st.1.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.3,0.15,lognormal,148.6,0.13,normal,167.9,18.2,lognormal,190.4,0.11
-M.SF.1.hip.strap.ows.st.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,152.6,0.14,lognormal,152.8,0.14,lognormal,169.9,0.12,lognormal,184.9,0.11
-M.SF.1.hip.strap.ows.st.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.1,0.13,normal,133.3,16.6,lognormal,147.9,0.12,lognormal,159.8,0.11
-M.SF.1.hip.strap.ows.st.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.0,0.14,lognormal,124.1,0.14,lognormal,138.0,0.12,lognormal,150.9,0.12
-M.SF.1.hip.strap.ows.st.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,17.3,normal,141.1,17.4,lognormal,156.2,0.12,lognormal,170.2,0.11
-M.SF.1.hip.strap.ows.st.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.0,0.14,lognormal,149.3,0.14,lognormal,164.7,0.12,lognormal,179.5,0.11
-M.SF.1.hip.strap.ows.su.0.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.5,0.14,normal,170.9,19.4,lognormal,193.2,0.11,normal,221.8,26.9
-M.SF.1.hip.strap.ows.su.0.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,16.1,normal,140.9,16.0,normal,156.6,15.0,normal,175.4,19.3
-M.SF.1.hip.strap.ows.su.0.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.8,normal,136.6,15.0,lognormal,146.6,0.11,normal,155.6,16.7
-M.SF.1.hip.strap.ows.su.0.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,17.0,normal,152.6,17.0,lognormal,171.8,0.11,lognormal,191.8,0.12
-M.SF.1.hip.strap.ows.su.0.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.9,0.14,lognormal,164.1,0.12,normal,184.7,18.2,lognormal,211.4,0.13
-M.SF.1.hip.strap.ows.su.0.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.5,0.14,normal,170.9,19.4,lognormal,193.2,0.11,normal,221.8,26.9
-M.SF.1.hip.strap.ows.su.0.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,16.1,normal,140.9,16.0,normal,156.6,15.0,normal,175.4,19.3
-M.SF.1.hip.strap.ows.su.0.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.8,normal,136.6,15.0,lognormal,146.6,0.11,normal,155.6,16.7
-M.SF.1.hip.strap.ows.su.0.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,17.0,normal,152.6,17.0,lognormal,171.8,0.11,lognormal,191.8,0.12
-M.SF.1.hip.strap.ows.su.0.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.9,0.14,lognormal,164.1,0.12,normal,184.7,18.2,lognormal,211.4,0.13
-M.SF.1.hip.strap.ows.su.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,normal,167.2,22.6,normal,174.6,17.8,normal,190.5,16.8,lognormal,201.3,0.1
-M.SF.1.hip.strap.ows.su.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,20.9,normal,143.1,16.6,normal,154.1,14.2,lognormal,160.4,0.1
-M.SF.1.hip.strap.ows.su.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,16.4,normal,139.3,14.5,normal,143.6,14.3,lognormal,145.4,0.11
-M.SF.1.hip.strap.ows.su.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,normal,148.4,22.0,normal,154.8,16.7,lognormal,169.1,0.1,lognormal,176.0,0.1
-M.SF.1.hip.strap.ows.su.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,normal,160.0,22.1,normal,167.9,18.1,normal,182.2,16.0,lognormal,191.3,0.1
-M.SF.1.hip.strap.ows.su.1.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.5,0.15,normal,183.2,23.8,normal,215.1,27.5,normal,249.0,22.5
-M.SF.1.hip.strap.ows.su.1.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.5,0.15,normal,158.2,19.4,normal,180.1,19.4,normal,204.2,23.1
-M.SF.1.hip.strap.ows.su.1.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,16.8,normal,148.9,19.2,normal,170.0,19.7,normal,186.0,19.3
-M.SF.1.hip.strap.ows.su.1.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.15,normal,169.0,21.4,normal,194.8,22.5,normal,221.4,21.5
-M.SF.1.hip.strap.ows.su.1.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.5,0.15,normal,178.1,21.8,lognormal,207.9,0.13,normal,247.5,26.7
-M.SF.1.hip.strap.ows.su.1.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.5,0.15,normal,183.2,23.8,normal,215.1,27.5,normal,249.0,22.5
-M.SF.1.hip.strap.ows.su.1.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.5,0.15,normal,158.2,19.4,normal,180.1,19.4,normal,204.2,23.1
-M.SF.1.hip.strap.ows.su.1.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,16.8,normal,148.9,19.2,normal,170.0,19.7,normal,186.0,19.3
-M.SF.1.hip.strap.ows.su.1.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.15,normal,169.0,21.4,normal,194.8,22.5,normal,221.4,21.5
-M.SF.1.hip.strap.ows.su.1.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.5,0.15,normal,178.1,21.8,lognormal,207.9,0.13,normal,247.5,26.7
-M.SF.1.hip.strap.ows.su.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,normal,190.2,21.1,lognormal,193.5,0.12,normal,209.9,19.7,normal,219.6,20.5
-M.SF.1.hip.strap.ows.su.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,163.6,20.1,lognormal,165.8,0.12,normal,178.0,18.8,normal,183.8,21.4
-M.SF.1.hip.strap.ows.su.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,normal,157.6,19.1,normal,157.8,18.7,normal,170.2,17.0,normal,177.9,18.7
-M.SF.1.hip.strap.ows.su.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,normal,174.5,20.9,normal,176.4,19.1,normal,189.6,18.4,lognormal,198.6,0.12
-M.SF.1.hip.strap.ows.su.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,normal,184.9,21.3,normal,187.5,20.5,lognormal,204.0,0.11,lognormal,214.3,0.12
-M.SF.1.hip.strap.trs.6d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.2,0.15,normal,152.6,17.3,normal,173.4,16.6,normal,196.3,19.2
-M.SF.1.hip.strap.trs.6d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,14.4,normal,128.4,14.0,lognormal,144.2,0.1,lognormal,160.2,0.1
-M.SF.1.hip.strap.trs.6d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.2,0.15,normal,124.6,15.0,normal,136.6,12.9,lognormal,146.7,0.1
-M.SF.1.hip.strap.trs.6d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,15.1,normal,137.2,14.6,normal,155.4,14.5,normal,173.3,15.3
-M.SF.1.hip.strap.trs.6d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.4,normal,147.0,16.6,normal,167.4,16.5,lognormal,188.8,0.1
-M.SF.1.hip.strap.trs.6d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.2,0.15,normal,152.6,17.3,normal,173.4,16.6,normal,196.1,19.1
-M.SF.1.hip.strap.trs.6d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,14.4,normal,128.0,13.6,lognormal,144.5,0.1,lognormal,160.4,0.1
-M.SF.1.hip.strap.trs.6d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,14.6,normal,124.3,14.8,normal,136.6,13.0,lognormal,146.2,0.1
-M.SF.1.hip.strap.trs.6d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,15.0,normal,137.6,14.9,normal,155.7,14.7,normal,173.4,15.6
-M.SF.1.hip.strap.trs.6d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,16.4,normal,147.3,16.7,normal,167.7,16.6,lognormal,188.4,0.1
-M.SF.1.hip.strap.trs.6d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.0,0.14,normal,151.2,17.0,normal,172.5,16.9,normal,201.0,18.9
-M.SF.1.hip.strap.trs.6d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,13.8,normal,125.7,12.8,normal,141.1,12.8,normal,161.8,14.4
-M.SF.1.hip.strap.trs.6d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,14.5,normal,123.4,14.3,normal,133.9,12.1,normal,146.8,14.3
-M.SF.1.hip.strap.trs.6d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,15.1,normal,135.8,14.7,normal,153.3,14.0,lognormal,176.2,0.1
-M.SF.1.hip.strap.trs.6d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.3,normal,145.6,16.0,normal,164.3,15.0,lognormal,191.4,0.1
-M.SF.1.hip.strap.trs.6d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,16.4,normal,151.8,17.2,normal,172.3,17.4,normal,200.9,18.2
-M.SF.1.hip.strap.trs.6d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.1,0.14,normal,125.9,12.7,lognormal,141.0,0.1,lognormal,163.0,0.1
-M.SF.1.hip.strap.trs.6d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,14.2,normal,123.5,14.6,normal,134.2,12.3,lognormal,146.8,0.1
-M.SF.1.hip.strap.trs.6d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.1,0.14,normal,136.0,14.5,normal,153.4,14.3,normal,176.7,16.8
-M.SF.1.hip.strap.trs.6d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,16.1,lognormal,146.1,0.12,normal,164.3,15.0,normal,191.5,18.3
-M.SF.1.hip.strap.trs.6d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.2,0.14,normal,151.4,16.5,normal,170.6,16.3,normal,197.0,18.3
-M.SF.1.hip.strap.trs.6d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.13,normal,125.1,12.6,normal,140.0,12.5,normal,161.3,14.9
-M.SF.1.hip.strap.trs.6d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.8,0.14,normal,121.6,13.8,lognormal,132.8,0.1,lognormal,147.6,0.11
-M.SF.1.hip.strap.trs.6d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.4,0.13,normal,134.7,13.6,lognormal,152.0,0.1,lognormal,175.3,0.1
-M.SF.1.hip.strap.trs.6d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.14,normal,146.4,16.6,lognormal,163.8,0.1,lognormal,190.2,0.11
-M.SF.1.hip.strap.trs.6d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.1,0.14,normal,151.2,16.3,normal,170.7,16.2,normal,197.0,18.2
-M.SF.1.hip.strap.trs.6d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,12.5,normal,125.0,12.4,lognormal,140.4,0.1,normal,161.2,14.6
-M.SF.1.hip.strap.trs.6d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.9,0.14,normal,121.5,13.6,normal,132.7,13.0,lognormal,148.0,0.12
-M.SF.1.hip.strap.trs.6d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,13.6,normal,134.9,13.9,normal,151.7,13.8,lognormal,176.0,0.1
-M.SF.1.hip.strap.trs.6d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.14,normal,145.9,16.1,lognormal,163.7,0.1,normal,189.2,17.3
-M.SF.1.hip.strap.trs.6d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.2,0.15,normal,152.6,17.3,normal,173.4,16.6,normal,196.3,19.2
-M.SF.1.hip.strap.trs.6d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,14.4,normal,128.4,14.0,lognormal,144.2,0.1,lognormal,160.2,0.1
-M.SF.1.hip.strap.trs.6d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.2,0.15,normal,124.6,15.0,normal,136.6,12.9,lognormal,146.7,0.1
-M.SF.1.hip.strap.trs.6d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,15.1,normal,137.2,14.6,normal,155.4,14.5,normal,173.3,15.3
-M.SF.1.hip.strap.trs.6d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.4,normal,147.0,16.6,normal,167.4,16.5,lognormal,188.8,0.1
-M.SF.1.hip.strap.trs.6d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.2,0.15,normal,152.6,17.3,normal,173.4,16.6,normal,196.1,19.1
-M.SF.1.hip.strap.trs.6d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,14.4,normal,128.0,13.6,lognormal,144.5,0.1,lognormal,160.4,0.1
-M.SF.1.hip.strap.trs.6d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,14.6,normal,124.3,14.8,normal,136.6,13.0,lognormal,146.2,0.1
-M.SF.1.hip.strap.trs.6d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,15.0,normal,137.6,14.9,normal,155.7,14.7,normal,173.4,15.6
-M.SF.1.hip.strap.trs.6d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,16.4,normal,147.3,16.7,normal,167.7,16.6,lognormal,188.4,0.1
-M.SF.1.hip.strap.trs.6d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.0,0.14,normal,151.2,17.0,normal,172.5,16.9,normal,201.0,18.9
-M.SF.1.hip.strap.trs.6d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,13.8,normal,125.7,12.8,normal,141.1,12.8,normal,161.8,14.4
-M.SF.1.hip.strap.trs.6d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,14.5,normal,123.4,14.3,normal,133.9,12.1,normal,146.8,14.3
-M.SF.1.hip.strap.trs.6d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,15.1,normal,135.8,14.7,normal,153.3,14.0,lognormal,176.2,0.1
-M.SF.1.hip.strap.trs.6d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.3,normal,145.6,16.0,normal,164.3,15.0,lognormal,191.4,0.1
-M.SF.1.hip.strap.trs.6d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,16.4,normal,151.8,17.2,normal,172.3,17.4,normal,200.9,18.2
-M.SF.1.hip.strap.trs.6d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.1,0.14,normal,125.9,12.7,lognormal,141.0,0.1,lognormal,163.0,0.1
-M.SF.1.hip.strap.trs.6d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,14.2,normal,123.5,14.6,normal,134.2,12.3,lognormal,146.8,0.1
-M.SF.1.hip.strap.trs.6d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.1,0.14,normal,136.0,14.5,normal,153.4,14.3,normal,176.7,16.8
-M.SF.1.hip.strap.trs.6d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,16.1,lognormal,146.1,0.12,normal,164.3,15.0,normal,191.5,18.3
-M.SF.1.hip.strap.trs.6d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.2,0.14,normal,151.4,16.5,normal,170.6,16.3,normal,197.0,18.3
-M.SF.1.hip.strap.trs.6d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.13,normal,125.1,12.6,normal,140.0,12.5,normal,161.3,14.9
-M.SF.1.hip.strap.trs.6d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.8,0.14,normal,121.6,13.8,lognormal,132.8,0.1,lognormal,147.6,0.11
-M.SF.1.hip.strap.trs.6d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.4,0.13,normal,134.7,13.6,lognormal,152.0,0.1,lognormal,175.3,0.1
-M.SF.1.hip.strap.trs.6d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.14,normal,146.4,16.6,lognormal,163.8,0.1,lognormal,190.2,0.11
-M.SF.1.hip.strap.trs.6d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.1,0.14,normal,151.2,16.3,normal,170.7,16.2,normal,197.0,18.2
-M.SF.1.hip.strap.trs.6d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,12.5,normal,125.0,12.4,lognormal,140.4,0.1,normal,161.2,14.6
-M.SF.1.hip.strap.trs.6d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.9,0.14,normal,121.5,13.6,normal,132.7,13.0,lognormal,148.0,0.12
-M.SF.1.hip.strap.trs.6d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,13.6,normal,134.9,13.9,normal,151.7,13.8,lognormal,176.0,0.1
-M.SF.1.hip.strap.trs.6d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.14,normal,145.9,16.1,lognormal,163.7,0.1,normal,189.2,17.3
-M.SF.1.hip.strap.trs.6d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,18.2,lognormal,159.1,0.15,normal,182.8,20.4,normal,206.9,19.6
-M.SF.1.hip.strap.trs.6d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,15.7,normal,137.5,17.1,normal,156.0,16.7,normal,175.0,17.0
-M.SF.1.hip.strap.trs.6d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,14.8,normal,127.8,17.0,normal,149.3,18.5,lognormal,172.8,0.12
-M.SF.1.hip.strap.trs.6d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,16.6,normal,145.9,18.7,normal,166.0,17.3,normal,187.9,18.4
-M.SF.1.hip.strap.trs.6d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.4,0.16,normal,153.9,20.3,normal,176.6,19.6,normal,198.8,17.6
-M.SF.1.hip.strap.trs.6d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,18.1,lognormal,159.3,0.15,normal,182.9,20.4,normal,206.8,19.5
-M.SF.1.hip.strap.trs.6d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.5,normal,138.0,18.1,normal,156.3,16.6,lognormal,173.9,0.1
-M.SF.1.hip.strap.trs.6d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,14.8,normal,128.2,17.1,normal,149.0,18.2,lognormal,171.7,0.11
-M.SF.1.hip.strap.trs.6d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.4,normal,145.8,18.9,normal,166.7,17.9,lognormal,188.9,0.12
-M.SF.1.hip.strap.trs.6d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.7,normal,154.1,20.0,normal,177.6,19.9,normal,199.3,17.0
-M.SF.1.hip.strap.trs.6d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.8,normal,157.8,20.0,lognormal,181.1,0.12,normal,211.2,19.0
-M.SF.1.hip.strap.trs.6d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,16.0,normal,137.9,17.6,normal,156.3,16.3,lognormal,181.3,0.1
-M.SF.1.hip.strap.trs.6d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.7,normal,128.2,16.7,normal,148.4,17.0,normal,174.3,17.3
-M.SF.1.hip.strap.trs.6d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,16.6,lognormal,145.9,0.14,normal,166.1,17.7,lognormal,195.4,0.11
-M.SF.1.hip.strap.trs.6d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,17.4,normal,153.9,19.9,normal,174.9,18.7,lognormal,206.1,0.1
-M.SF.1.hip.strap.trs.6d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.1,0.15,normal,157.9,20.2,normal,181.0,19.0,normal,210.9,18.9
-M.SF.1.hip.strap.trs.6d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,15.6,normal,137.4,17.0,normal,156.4,16.2,lognormal,179.7,0.1
-M.SF.1.hip.strap.trs.6d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,14.5,normal,128.3,16.8,normal,148.3,17.4,lognormal,174.1,0.11
-M.SF.1.hip.strap.trs.6d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,normal,145.7,18.1,normal,166.6,17.9,lognormal,194.0,0.1
-M.SF.1.hip.strap.trs.6d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.6,0.15,normal,154.0,20.0,lognormal,176.4,0.12,normal,206.8,19.7
-M.SF.1.hip.strap.trs.6d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,18.2,lognormal,159.1,0.15,normal,182.8,20.4,normal,206.9,19.6
-M.SF.1.hip.strap.trs.6d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,15.7,normal,137.5,17.1,normal,156.0,16.7,normal,175.0,17.0
-M.SF.1.hip.strap.trs.6d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,14.8,normal,127.8,17.0,normal,149.3,18.5,lognormal,172.8,0.12
-M.SF.1.hip.strap.trs.6d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,16.6,normal,145.9,18.7,normal,166.0,17.3,normal,187.9,18.4
-M.SF.1.hip.strap.trs.6d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.4,0.16,normal,153.9,20.3,normal,176.6,19.6,normal,198.8,17.6
-M.SF.1.hip.strap.trs.6d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,18.1,lognormal,159.3,0.15,normal,182.9,20.4,normal,206.8,19.5
-M.SF.1.hip.strap.trs.6d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.5,normal,138.0,18.1,normal,156.3,16.6,lognormal,173.9,0.1
-M.SF.1.hip.strap.trs.6d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,14.8,normal,128.2,17.1,normal,149.0,18.2,lognormal,171.7,0.11
-M.SF.1.hip.strap.trs.6d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.4,normal,145.8,18.9,normal,166.7,17.9,lognormal,188.9,0.12
-M.SF.1.hip.strap.trs.6d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.7,normal,154.1,20.0,normal,177.6,19.9,normal,199.3,17.0
-M.SF.1.hip.strap.trs.6d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.8,normal,157.8,20.0,lognormal,181.1,0.12,normal,211.2,19.0
-M.SF.1.hip.strap.trs.6d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,16.0,normal,137.9,17.6,normal,156.3,16.3,lognormal,181.3,0.1
-M.SF.1.hip.strap.trs.6d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.7,normal,128.2,16.7,normal,148.4,17.0,normal,174.3,17.3
-M.SF.1.hip.strap.trs.6d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,16.6,lognormal,145.9,0.14,normal,166.1,17.7,lognormal,195.4,0.11
-M.SF.1.hip.strap.trs.6d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,17.4,normal,153.9,19.9,normal,174.9,18.7,lognormal,206.1,0.1
-M.SF.1.hip.strap.trs.6d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.1,0.15,normal,157.9,20.2,normal,181.0,19.0,normal,210.9,18.9
-M.SF.1.hip.strap.trs.6d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,15.6,normal,137.4,17.0,normal,156.4,16.2,lognormal,179.7,0.1
-M.SF.1.hip.strap.trs.6d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,14.5,normal,128.3,16.8,normal,148.3,17.4,lognormal,174.1,0.11
-M.SF.1.hip.strap.trs.6d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,normal,145.7,18.1,normal,166.6,17.9,lognormal,194.0,0.1
-M.SF.1.hip.strap.trs.6d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.6,0.15,normal,154.0,20.0,lognormal,176.4,0.12,normal,206.8,19.7
-M.SF.1.hip.strap.trs.6s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,17.2,lognormal,164.7,0.11,lognormal,187.5,0.11,normal,211.8,21.8
-M.SF.1.hip.strap.trs.6s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,14.9,lognormal,133.8,0.11,normal,150.9,14.6,lognormal,170.6,0.13
-M.SF.1.hip.strap.trs.6s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,15.5,normal,133.7,14.1,lognormal,143.2,0.11,lognormal,153.1,0.12
-M.SF.1.hip.strap.trs.6s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,15.6,lognormal,145.1,0.11,normal,164.3,16.0,lognormal,189.0,0.13
-M.SF.1.hip.strap.trs.6s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.6,normal,157.1,15.9,normal,179.0,17.0,normal,202.7,21.3
-M.SF.1.hip.strap.trs.6s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,17.2,lognormal,163.8,0.11,lognormal,188.3,0.11,normal,211.3,21.2
-M.SF.1.hip.strap.trs.6s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,15.0,lognormal,133.8,0.11,normal,151.4,15.1,lognormal,171.1,0.13
-M.SF.1.hip.strap.trs.6s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.7,0.15,normal,133.6,14.2,lognormal,143.5,0.11,lognormal,152.7,0.12
-M.SF.1.hip.strap.trs.6s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,15.5,lognormal,145.1,0.11,normal,164.4,16.1,normal,188.7,22.1
-M.SF.1.hip.strap.trs.6s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,16.7,lognormal,157.0,0.11,normal,178.4,17.2,normal,202.0,21.0
-M.SF.1.hip.strap.trs.6s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.6,0.13,normal,160.3,16.0,normal,179.5,17.0,normal,208.4,22.8
-M.SF.1.hip.strap.trs.6s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.5,lognormal,130.3,0.11,normal,144.4,14.2,lognormal,168.8,0.13
-M.SF.1.hip.strap.trs.6s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,14.7,normal,130.5,13.6,lognormal,139.1,0.11,lognormal,152.0,0.13
-M.SF.1.hip.strap.trs.6s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,15.0,lognormal,142.5,0.12,normal,157.4,14.8,lognormal,184.4,0.13
-M.SF.1.hip.strap.trs.6s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,16.3,normal,153.4,15.7,normal,172.4,18.0,lognormal,198.6,0.11
-M.SF.1.hip.strap.trs.6s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,17.0,normal,159.8,15.9,normal,178.7,16.9,normal,206.3,21.4
-M.SF.1.hip.strap.trs.6s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.6,lognormal,130.2,0.11,lognormal,144.6,0.11,lognormal,167.9,0.12
-M.SF.1.hip.strap.trs.6s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,15.0,lognormal,130.7,0.11,normal,138.7,13.8,lognormal,151.9,0.13
-M.SF.1.hip.strap.trs.6s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,15.1,normal,141.6,14.8,lognormal,157.6,0.1,lognormal,184.0,0.12
-M.SF.1.hip.strap.trs.6s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,16.3,normal,153.4,15.7,normal,172.3,17.9,lognormal,198.6,0.11
-M.SF.1.hip.strap.trs.6s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.6,0.13,normal,160.3,16.0,normal,179.5,17.0,normal,208.4,22.8
-M.SF.1.hip.strap.trs.6s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.5,lognormal,130.3,0.11,normal,144.4,14.2,lognormal,168.8,0.13
-M.SF.1.hip.strap.trs.6s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,14.7,normal,130.5,13.6,lognormal,139.1,0.11,lognormal,152.0,0.13
-M.SF.1.hip.strap.trs.6s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,15.0,lognormal,142.5,0.12,normal,157.4,14.8,lognormal,184.4,0.13
-M.SF.1.hip.strap.trs.6s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,16.3,normal,153.4,15.7,normal,172.4,18.0,lognormal,198.6,0.11
-M.SF.1.hip.strap.trs.6s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,17.0,normal,159.8,15.9,normal,178.7,16.9,normal,206.3,21.4
-M.SF.1.hip.strap.trs.6s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.6,lognormal,130.2,0.11,lognormal,144.6,0.11,lognormal,167.9,0.12
-M.SF.1.hip.strap.trs.6s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,15.0,lognormal,130.7,0.11,normal,138.7,13.8,lognormal,151.9,0.13
-M.SF.1.hip.strap.trs.6s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,15.1,normal,141.6,14.8,lognormal,157.6,0.1,lognormal,184.0,0.12
-M.SF.1.hip.strap.trs.6s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,16.3,normal,153.4,15.7,normal,172.3,17.9,lognormal,198.6,0.11
-M.SF.1.hip.strap.trs.6s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,17.2,lognormal,164.7,0.11,lognormal,187.5,0.11,normal,211.8,21.8
-M.SF.1.hip.strap.trs.6s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,14.9,lognormal,133.8,0.11,normal,150.9,14.6,lognormal,170.6,0.13
-M.SF.1.hip.strap.trs.6s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,15.5,normal,133.7,14.1,lognormal,143.2,0.11,lognormal,153.1,0.12
-M.SF.1.hip.strap.trs.6s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,15.6,lognormal,145.1,0.11,normal,164.3,16.0,lognormal,189.0,0.13
-M.SF.1.hip.strap.trs.6s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.6,normal,157.1,15.9,normal,179.0,17.0,normal,202.7,21.3
-M.SF.1.hip.strap.trs.6s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,17.2,lognormal,163.8,0.11,lognormal,188.3,0.11,normal,211.3,21.2
-M.SF.1.hip.strap.trs.6s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,15.0,lognormal,133.8,0.11,normal,151.4,15.1,lognormal,171.1,0.13
-M.SF.1.hip.strap.trs.6s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.7,0.15,normal,133.6,14.2,lognormal,143.5,0.11,lognormal,152.7,0.12
-M.SF.1.hip.strap.trs.6s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,15.5,lognormal,145.1,0.11,normal,164.4,16.1,normal,188.7,22.1
-M.SF.1.hip.strap.trs.6s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,16.7,lognormal,157.0,0.11,normal,178.4,17.2,normal,202.0,21.0
-M.SF.1.hip.strap.trs.6s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.6,0.13,normal,160.3,16.0,normal,179.5,17.0,normal,208.4,22.8
-M.SF.1.hip.strap.trs.6s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.5,lognormal,130.3,0.11,normal,144.4,14.2,lognormal,168.8,0.13
-M.SF.1.hip.strap.trs.6s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,14.7,normal,130.5,13.6,lognormal,139.1,0.11,lognormal,152.0,0.13
-M.SF.1.hip.strap.trs.6s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,15.0,lognormal,142.5,0.12,normal,157.4,14.8,lognormal,184.4,0.13
-M.SF.1.hip.strap.trs.6s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,16.3,normal,153.4,15.7,normal,172.4,18.0,lognormal,198.6,0.11
-M.SF.1.hip.strap.trs.6s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,17.0,normal,159.8,15.9,normal,178.7,16.9,normal,206.3,21.4
-M.SF.1.hip.strap.trs.6s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.6,lognormal,130.2,0.11,lognormal,144.6,0.11,lognormal,167.9,0.12
-M.SF.1.hip.strap.trs.6s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,15.0,lognormal,130.7,0.11,normal,138.7,13.8,lognormal,151.9,0.13
-M.SF.1.hip.strap.trs.6s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,15.1,normal,141.6,14.8,lognormal,157.6,0.1,lognormal,184.0,0.12
-M.SF.1.hip.strap.trs.6s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,16.3,normal,153.4,15.7,normal,172.3,17.9,lognormal,198.6,0.11
-M.SF.1.hip.strap.trs.6s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.6,0.13,normal,160.3,16.0,normal,179.5,17.0,normal,208.4,22.8
-M.SF.1.hip.strap.trs.6s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.5,lognormal,130.3,0.11,normal,144.4,14.2,lognormal,168.8,0.13
-M.SF.1.hip.strap.trs.6s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,14.7,normal,130.5,13.6,lognormal,139.1,0.11,lognormal,152.0,0.13
-M.SF.1.hip.strap.trs.6s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,15.0,lognormal,142.5,0.12,normal,157.4,14.8,lognormal,184.4,0.13
-M.SF.1.hip.strap.trs.6s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,16.3,normal,153.4,15.7,normal,172.4,18.0,lognormal,198.6,0.11
-M.SF.1.hip.strap.trs.6s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,17.0,normal,159.8,15.9,normal,178.7,16.9,normal,206.3,21.4
-M.SF.1.hip.strap.trs.6s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.6,lognormal,130.2,0.11,lognormal,144.6,0.11,lognormal,167.9,0.12
-M.SF.1.hip.strap.trs.6s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,15.0,lognormal,130.7,0.11,normal,138.7,13.8,lognormal,151.9,0.13
-M.SF.1.hip.strap.trs.6s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,15.1,normal,141.6,14.8,lognormal,157.6,0.1,lognormal,184.0,0.12
-M.SF.1.hip.strap.trs.6s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,16.3,normal,153.4,15.7,normal,172.3,17.9,lognormal,198.6,0.11
-M.SF.1.hip.strap.trs.6s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.2,19.6,normal,183.0,23.5,normal,212.5,24.3,normal,249.2,22.2
-M.SF.1.hip.strap.trs.6s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,16.9,normal,155.9,18.0,normal,178.1,19.4,normal,206.0,24.6
-M.SF.1.hip.strap.trs.6s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.3,0.16,normal,148.8,19.7,normal,173.1,21.5,normal,197.9,20.8
-M.SF.1.hip.strap.trs.6s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,17.8,normal,166.8,20.3,lognormal,192.1,0.12,lognormal,219.7,0.11
-M.SF.1.hip.strap.trs.6s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.16,normal,177.3,21.9,normal,206.2,24.6,lognormal,231.0,0.09
-M.SF.1.hip.strap.trs.6s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.2,19.6,normal,183.0,23.5,normal,212.5,24.3,normal,249.2,22.2
-M.SF.1.hip.strap.trs.6s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,17.0,normal,156.6,18.3,lognormal,178.6,0.12,lognormal,205.8,0.13
-M.SF.1.hip.strap.trs.6s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.5,0.16,normal,148.3,19.4,normal,172.7,21.4,normal,197.8,21.1
-M.SF.1.hip.strap.trs.6s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,18.2,normal,166.7,20.5,lognormal,193.0,0.13,lognormal,220.8,0.11
-M.SF.1.hip.strap.trs.6s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.8,0.15,normal,176.2,21.9,lognormal,208.5,0.14,normal,247.6,26.3
-M.SF.1.hip.strap.trs.6s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.8,0.15,normal,182.0,22.1,lognormal,212.2,0.13,normal,248.8,23.2
-M.SF.1.hip.strap.trs.6s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,17.1,normal,154.3,17.0,normal,174.7,18.6,lognormal,199.9,0.13
-M.SF.1.hip.strap.trs.6s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,16.8,normal,149.4,19.7,normal,170.7,20.0,normal,193.5,21.4
-M.SF.1.hip.strap.trs.6s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.3,normal,165.7,19.0,normal,188.3,19.6,normal,212.8,18.2
-M.SF.1.hip.strap.trs.6s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,19.3,lognormal,177.6,0.13,normal,203.7,22.6,normal,247.0,27.9
-M.SF.1.hip.strap.trs.6s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,19.0,normal,181.5,22.4,normal,208.6,23.4,normal,249.1,22.4
-M.SF.1.hip.strap.trs.6s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,16.8,normal,153.8,17.4,normal,174.3,18.3,lognormal,202.2,0.14
-M.SF.1.hip.strap.trs.6s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.16,lognormal,149.1,0.14,lognormal,173.1,0.14,normal,192.9,20.7
-M.SF.1.hip.strap.trs.6s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,18.2,normal,165.6,18.7,normal,188.6,20.1,normal,213.7,18.6
-M.SF.1.hip.strap.trs.6s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.9,0.15,normal,177.1,21.7,normal,203.1,22.3,normal,247.0,27.9
-M.SF.1.hip.strap.trs.6s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.2,19.6,normal,183.0,23.5,normal,212.5,24.3,normal,249.2,22.2
-M.SF.1.hip.strap.trs.6s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,16.9,normal,155.9,18.0,normal,178.1,19.4,normal,206.0,24.6
-M.SF.1.hip.strap.trs.6s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.3,0.16,normal,148.8,19.7,normal,173.1,21.5,normal,197.9,20.8
-M.SF.1.hip.strap.trs.6s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,17.8,normal,166.8,20.3,lognormal,192.1,0.12,lognormal,219.7,0.11
-M.SF.1.hip.strap.trs.6s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.16,normal,177.3,21.9,normal,206.2,24.6,lognormal,231.0,0.09
-M.SF.1.hip.strap.trs.6s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.2,19.6,normal,183.0,23.5,normal,212.5,24.3,normal,249.2,22.2
-M.SF.1.hip.strap.trs.6s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,17.0,normal,156.6,18.3,lognormal,178.6,0.12,lognormal,205.8,0.13
-M.SF.1.hip.strap.trs.6s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.5,0.16,normal,148.3,19.4,normal,172.7,21.4,normal,197.8,21.1
-M.SF.1.hip.strap.trs.6s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,18.2,normal,166.7,20.5,lognormal,193.0,0.13,lognormal,220.8,0.11
-M.SF.1.hip.strap.trs.6s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.8,0.15,normal,176.2,21.9,lognormal,208.5,0.14,normal,247.6,26.3
-M.SF.1.hip.strap.trs.6s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.8,0.15,normal,182.0,22.1,lognormal,212.2,0.13,normal,248.8,23.2
-M.SF.1.hip.strap.trs.6s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,17.1,normal,154.3,17.0,normal,174.7,18.6,lognormal,199.9,0.13
-M.SF.1.hip.strap.trs.6s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,16.8,normal,149.4,19.7,normal,170.7,20.0,normal,193.5,21.4
-M.SF.1.hip.strap.trs.6s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.3,normal,165.7,19.0,normal,188.3,19.6,normal,212.8,18.2
-M.SF.1.hip.strap.trs.6s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,19.3,lognormal,177.6,0.13,normal,203.7,22.6,normal,247.0,27.9
-M.SF.1.hip.strap.trs.6s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,19.0,normal,181.5,22.4,normal,208.6,23.4,normal,249.1,22.4
-M.SF.1.hip.strap.trs.6s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,16.8,normal,153.8,17.4,normal,174.3,18.3,lognormal,202.2,0.14
-M.SF.1.hip.strap.trs.6s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.16,lognormal,149.1,0.14,lognormal,173.1,0.14,normal,192.9,20.7
-M.SF.1.hip.strap.trs.6s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,18.2,normal,165.6,18.7,normal,188.6,20.1,normal,213.7,18.6
-M.SF.1.hip.strap.trs.6s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.9,0.15,normal,177.1,21.7,normal,203.1,22.3,normal,247.0,27.9
-M.SF.1.hip.strap.trs.8d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.1,0.15,normal,153.8,17.8,normal,178.0,19.4,normal,213.0,22.1
-M.SF.1.hip.strap.trs.8d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.7,0.14,normal,128.9,14.1,lognormal,147.9,0.11,lognormal,169.2,0.12
-M.SF.1.hip.strap.trs.8d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,14.2,normal,125.5,15.6,normal,138.9,13.7,normal,152.4,16.2
-M.SF.1.hip.strap.trs.8d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,15.0,normal,139.2,15.8,normal,158.9,15.5,lognormal,187.4,0.12
-M.SF.1.hip.strap.trs.8d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.2,normal,149.2,17.5,normal,172.3,18.3,normal,205.3,24.5
-M.SF.1.hip.strap.trs.8d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.0,0.15,normal,153.9,17.8,normal,178.2,19.7,normal,213.5,22.8
-M.SF.1.hip.strap.trs.8d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.8,0.14,normal,128.8,14.0,normal,147.6,15.0,lognormal,169.6,0.12
-M.SF.1.hip.strap.trs.8d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,14.1,normal,125.4,15.2,normal,139.3,14.2,normal,152.6,16.1
-M.SF.1.hip.strap.trs.8d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.9,normal,138.6,15.2,lognormal,159.4,0.11,lognormal,185.6,0.12
-M.SF.1.hip.strap.trs.8d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,16.3,normal,148.9,17.0,normal,172.4,18.6,normal,204.5,23.0
-M.SF.1.hip.strap.trs.8d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,16.5,normal,152.7,16.5,normal,174.3,17.3,normal,207.2,21.4
-M.SF.1.hip.strap.trs.8d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,13.8,normal,126.3,13.0,lognormal,142.5,0.11,lognormal,168.4,0.12
-M.SF.1.hip.strap.trs.8d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.8,0.15,normal,124.3,14.4,normal,136.1,13.3,lognormal,151.6,0.13
-M.SF.1.hip.strap.trs.8d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,14.8,normal,136.0,13.7,normal,154.1,14.2,normal,181.4,18.6
-M.SF.1.hip.strap.trs.8d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.1,lognormal,147.1,0.12,normal,166.9,16.0,normal,199.1,21.0
-M.SF.1.hip.strap.trs.8d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.6,normal,152.8,16.5,normal,174.2,17.3,normal,207.2,21.4
-M.SF.1.hip.strap.trs.8d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,13.7,normal,126.4,13.0,lognormal,142.5,0.11,normal,166.5,17.6
-M.SF.1.hip.strap.trs.8d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,14.1,normal,124.9,15.0,normal,135.9,13.0,lognormal,151.7,0.12
-M.SF.1.hip.strap.trs.8d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.7,normal,136.6,14.7,normal,153.9,13.7,lognormal,184.2,0.12
-M.SF.1.hip.strap.trs.8d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,16.0,lognormal,147.5,0.12,normal,166.5,16.1,lognormal,198.9,0.11
-M.SF.1.hip.strap.trs.8d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.2,0.14,normal,152.7,16.6,normal,174.5,17.4,normal,208.7,21.3
-M.SF.1.hip.strap.trs.8d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.13,normal,126.3,12.8,normal,143.2,14.1,lognormal,169.2,0.12
-M.SF.1.hip.strap.trs.8d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.9,0.14,normal,124.4,14.5,lognormal,137.1,0.11,lognormal,157.6,0.15
-M.SF.1.hip.strap.trs.8d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,13.8,normal,136.7,14.6,normal,154.9,14.7,lognormal,187.9,0.13
-M.SF.1.hip.strap.trs.8d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.0,0.14,normal,146.7,16.3,lognormal,167.7,0.11,normal,201.1,21.8
-M.SF.1.hip.strap.trs.8d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.2,0.14,normal,152.9,16.7,normal,174.6,17.7,normal,210.3,23.3
-M.SF.1.hip.strap.trs.8d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.6,normal,126.4,12.8,normal,143.2,14.0,lognormal,171.5,0.13
-M.SF.1.hip.strap.trs.8d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.8,0.14,normal,124.6,14.7,normal,138.0,14.7,lognormal,157.1,0.14
-M.SF.1.hip.strap.trs.8d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,13.9,lognormal,137.1,0.12,normal,154.3,14.2,lognormal,186.4,0.13
-M.SF.1.hip.strap.trs.8d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.14,normal,146.3,15.5,lognormal,167.9,0.12,normal,199.6,20.2
-M.SF.1.hip.strap.trs.8d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.1,0.15,normal,153.8,17.8,normal,178.0,19.4,normal,213.0,22.1
-M.SF.1.hip.strap.trs.8d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.7,0.14,normal,128.9,14.1,lognormal,147.9,0.11,lognormal,169.2,0.12
-M.SF.1.hip.strap.trs.8d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,14.2,normal,125.5,15.6,normal,138.9,13.7,normal,152.4,16.2
-M.SF.1.hip.strap.trs.8d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,15.0,normal,139.2,15.8,normal,158.9,15.5,lognormal,187.4,0.12
-M.SF.1.hip.strap.trs.8d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.2,normal,149.2,17.5,normal,172.3,18.3,normal,205.3,24.5
-M.SF.1.hip.strap.trs.8d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.0,0.15,normal,153.9,17.8,normal,178.2,19.7,normal,213.5,22.8
-M.SF.1.hip.strap.trs.8d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.8,0.14,normal,128.8,14.0,normal,147.6,15.0,lognormal,169.6,0.12
-M.SF.1.hip.strap.trs.8d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,14.1,normal,125.4,15.2,normal,139.3,14.2,normal,152.6,16.1
-M.SF.1.hip.strap.trs.8d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.9,normal,138.6,15.2,lognormal,159.4,0.11,lognormal,185.6,0.12
-M.SF.1.hip.strap.trs.8d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,16.3,normal,148.9,17.0,normal,172.4,18.6,normal,204.5,23.0
-M.SF.1.hip.strap.trs.8d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,16.5,normal,152.7,16.5,normal,174.3,17.3,normal,207.2,21.4
-M.SF.1.hip.strap.trs.8d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,13.8,normal,126.3,13.0,lognormal,142.5,0.11,lognormal,168.4,0.12
-M.SF.1.hip.strap.trs.8d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.8,0.15,normal,124.3,14.4,normal,136.1,13.3,lognormal,151.6,0.13
-M.SF.1.hip.strap.trs.8d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,14.8,normal,136.0,13.7,normal,154.1,14.2,normal,181.4,18.6
-M.SF.1.hip.strap.trs.8d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.1,lognormal,147.1,0.12,normal,166.9,16.0,normal,199.1,21.0
-M.SF.1.hip.strap.trs.8d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.6,normal,152.8,16.5,normal,174.2,17.3,normal,207.2,21.4
-M.SF.1.hip.strap.trs.8d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,13.7,normal,126.4,13.0,lognormal,142.5,0.11,normal,166.5,17.6
-M.SF.1.hip.strap.trs.8d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,14.1,normal,124.9,15.0,normal,135.9,13.0,lognormal,151.7,0.12
-M.SF.1.hip.strap.trs.8d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.7,normal,136.6,14.7,normal,153.9,13.7,lognormal,184.2,0.12
-M.SF.1.hip.strap.trs.8d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,16.0,lognormal,147.5,0.12,normal,166.5,16.1,lognormal,198.9,0.11
-M.SF.1.hip.strap.trs.8d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.2,0.14,normal,152.7,16.6,normal,174.5,17.4,normal,208.7,21.3
-M.SF.1.hip.strap.trs.8d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.13,normal,126.3,12.8,normal,143.2,14.1,lognormal,169.2,0.12
-M.SF.1.hip.strap.trs.8d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.9,0.14,normal,124.4,14.5,lognormal,137.1,0.11,lognormal,157.6,0.15
-M.SF.1.hip.strap.trs.8d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,13.8,normal,136.7,14.6,normal,154.9,14.7,lognormal,187.9,0.13
-M.SF.1.hip.strap.trs.8d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.0,0.14,normal,146.7,16.3,lognormal,167.7,0.11,normal,201.1,21.8
-M.SF.1.hip.strap.trs.8d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.2,0.14,normal,152.9,16.7,normal,174.6,17.7,normal,210.3,23.3
-M.SF.1.hip.strap.trs.8d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.6,normal,126.4,12.8,normal,143.2,14.0,lognormal,171.5,0.13
-M.SF.1.hip.strap.trs.8d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.8,0.14,normal,124.6,14.7,normal,138.0,14.7,lognormal,157.1,0.14
-M.SF.1.hip.strap.trs.8d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,13.9,lognormal,137.1,0.12,normal,154.3,14.2,lognormal,186.4,0.13
-M.SF.1.hip.strap.trs.8d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.14,normal,146.3,15.5,lognormal,167.9,0.12,normal,199.6,20.2
-M.SF.1.hip.strap.trs.8d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,18.1,normal,159.1,20.1,normal,190.5,25.3,normal,249.0,22.5
-M.SF.1.hip.strap.trs.8d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.3,0.15,normal,139.7,18.3,normal,163.5,19.4,normal,204.3,23.6
-M.SF.1.hip.strap.trs.8d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,14.6,normal,129.7,17.9,normal,153.2,20.2,normal,197.9,20.6
-M.SF.1.hip.strap.trs.8d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.16,normal,148.6,20.2,normal,172.8,21.1,normal,218.5,20.2
-M.SF.1.hip.strap.trs.8d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.4,normal,156.2,21.5,normal,184.4,24.1,lognormal,250.0,0.1
-M.SF.1.hip.strap.trs.8d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,18.1,normal,159.4,20.4,lognormal,190.9,0.15,normal,249.0,22.5
-M.SF.1.hip.strap.trs.8d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.2,0.15,normal,140.0,18.8,normal,163.8,19.8,normal,203.1,22.9
-M.SF.1.hip.strap.trs.8d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,14.6,normal,129.5,17.4,normal,153.0,19.9,normal,199.0,22.1
-M.SF.1.hip.strap.trs.8d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.16,normal,148.9,20.5,normal,174.1,21.9,normal,219.5,20.1
-M.SF.1.hip.strap.trs.8d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.3,normal,155.5,20.5,normal,184.2,24.1,normal,248.7,23.5
-M.SF.1.hip.strap.trs.8d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.4,0.15,normal,160.6,21.0,normal,188.0,23.7,normal,248.6,23.8
-M.SF.1.hip.strap.trs.8d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,16.0,normal,140.0,18.0,normal,162.6,18.6,lognormal,201.1,0.14
-M.SF.1.hip.strap.trs.8d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.7,normal,130.8,17.7,normal,153.9,19.8,normal,193.2,21.6
-M.SF.1.hip.strap.trs.8d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.16,normal,148.9,20.0,normal,172.9,19.6,lognormal,220.6,0.13
-M.SF.1.hip.strap.trs.8d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.3,0.15,normal,156.1,20.0,normal,183.5,22.9,normal,247.0,27.9
-M.SF.1.hip.strap.trs.8d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.4,0.15,normal,160.6,21.0,normal,188.0,23.7,normal,248.6,23.8
-M.SF.1.hip.strap.trs.8d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.15,normal,140.6,18.2,normal,162.4,19.0,lognormal,199.0,0.13
-M.SF.1.hip.strap.trs.8d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.1,0.16,normal,130.8,17.7,normal,154.1,19.9,normal,193.7,21.2
-M.SF.1.hip.strap.trs.8d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.16,normal,149.0,20.1,normal,172.7,20.0,normal,219.0,24.8
-M.SF.1.hip.strap.trs.8d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.0,0.15,normal,157.1,21.2,normal,183.3,21.7,normal,246.7,28.6
-M.SF.1.hip.strap.trs.8d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,18.1,normal,159.1,20.1,normal,190.5,25.3,normal,249.0,22.5
-M.SF.1.hip.strap.trs.8d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.3,0.15,normal,139.7,18.3,normal,163.5,19.4,normal,204.3,23.6
-M.SF.1.hip.strap.trs.8d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,14.6,normal,129.7,17.9,normal,153.2,20.2,normal,197.9,20.6
-M.SF.1.hip.strap.trs.8d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.16,normal,148.6,20.2,normal,172.8,21.1,normal,218.5,20.2
-M.SF.1.hip.strap.trs.8d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.4,normal,156.2,21.5,normal,184.4,24.1,lognormal,250.0,0.1
-M.SF.1.hip.strap.trs.8d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,18.1,normal,159.4,20.4,lognormal,190.9,0.15,normal,249.0,22.5
-M.SF.1.hip.strap.trs.8d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.2,0.15,normal,140.0,18.8,normal,163.8,19.8,normal,203.1,22.9
-M.SF.1.hip.strap.trs.8d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,14.6,normal,129.5,17.4,normal,153.0,19.9,normal,199.0,22.1
-M.SF.1.hip.strap.trs.8d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.16,normal,148.9,20.5,normal,174.1,21.9,normal,219.5,20.1
-M.SF.1.hip.strap.trs.8d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.3,normal,155.5,20.5,normal,184.2,24.1,normal,248.7,23.5
-M.SF.1.hip.strap.trs.8d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.4,0.15,normal,160.6,21.0,normal,188.0,23.7,normal,248.6,23.8
-M.SF.1.hip.strap.trs.8d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,16.0,normal,140.0,18.0,normal,162.6,18.6,lognormal,201.1,0.14
-M.SF.1.hip.strap.trs.8d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.7,normal,130.8,17.7,normal,153.9,19.8,normal,193.2,21.6
-M.SF.1.hip.strap.trs.8d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.16,normal,148.9,20.0,normal,172.9,19.6,lognormal,220.6,0.13
-M.SF.1.hip.strap.trs.8d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.3,0.15,normal,156.1,20.0,normal,183.5,22.9,normal,247.0,27.9
-M.SF.1.hip.strap.trs.8d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.4,0.15,normal,160.6,21.0,normal,188.0,23.7,normal,248.6,23.8
-M.SF.1.hip.strap.trs.8d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.15,normal,140.6,18.2,normal,162.4,19.0,lognormal,199.0,0.13
-M.SF.1.hip.strap.trs.8d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.1,0.16,normal,130.8,17.7,normal,154.1,19.9,normal,193.7,21.2
-M.SF.1.hip.strap.trs.8d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.16,normal,149.0,20.1,normal,172.7,20.0,normal,219.0,24.8
-M.SF.1.hip.strap.trs.8d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.0,0.15,normal,157.1,21.2,normal,183.3,21.7,normal,246.7,28.6
-M.SF.1.hip.strap.trs.8s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,16.9,lognormal,164.6,0.12,normal,185.9,17.8,lognormal,217.8,0.14
-M.SF.1.hip.strap.trs.8s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,15.0,normal,134.1,14.3,lognormal,152.0,0.11,lognormal,171.4,0.13
-M.SF.1.hip.strap.trs.8s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,133.7,13.9,lognormal,143.3,0.11,lognormal,152.5,0.11
-M.SF.1.hip.strap.trs.8s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,15.8,lognormal,146.4,0.12,lognormal,164.4,0.1,lognormal,188.3,0.12
-M.SF.1.hip.strap.trs.8s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.3,normal,156.8,15.7,normal,178.2,17.2,lognormal,206.5,0.13
-M.SF.1.hip.strap.trs.8s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,16.9,lognormal,164.6,0.12,normal,185.9,17.8,lognormal,217.8,0.14
-M.SF.1.hip.strap.trs.8s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,15.0,lognormal,133.4,0.11,normal,150.1,14.6,lognormal,170.0,0.12
-M.SF.1.hip.strap.trs.8s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.9,0.15,normal,133.5,14.0,lognormal,143.3,0.11,normal,152.6,16.3
-M.SF.1.hip.strap.trs.8s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.4,0.14,lognormal,146.7,0.12,lognormal,164.0,0.1,lognormal,189.7,0.13
-M.SF.1.hip.strap.trs.8s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.5,normal,157.2,15.7,normal,177.8,16.5,normal,205.7,23.3
-M.SF.1.hip.strap.trs.8s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.6,0.13,normal,160.0,15.5,normal,178.9,16.3,normal,207.3,21.1
-M.SF.1.hip.strap.trs.8s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.5,lognormal,130.2,0.11,normal,144.3,14.0,normal,165.8,17.5
-M.SF.1.hip.strap.trs.8s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,15.1,normal,131.0,14.0,normal,139.0,13.5,lognormal,151.2,0.12
-M.SF.1.hip.strap.trs.8s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,15.1,normal,140.9,14.1,normal,156.5,14.3,lognormal,185.1,0.13
-M.SF.1.hip.strap.trs.8s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.1,0.13,normal,153.4,15.0,lognormal,172.8,0.11,normal,198.7,20.7
-M.SF.1.hip.strap.trs.8s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,17.4,normal,159.5,15.3,normal,179.1,16.4,normal,209.1,22.9
-M.SF.1.hip.strap.trs.8s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.6,lognormal,129.8,0.11,normal,144.4,14.0,lognormal,167.8,0.13
-M.SF.1.hip.strap.trs.8s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,15.0,normal,131.1,14.1,normal,139.2,13.8,lognormal,152.5,0.13
-M.SF.1.hip.strap.trs.8s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,15.3,lognormal,141.2,0.11,normal,156.9,14.4,lognormal,184.0,0.12
-M.SF.1.hip.strap.trs.8s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,15.8,normal,153.4,15.3,normal,171.9,16.8,lognormal,199.8,0.12
-M.SF.1.hip.strap.trs.8s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.6,0.13,normal,160.0,15.5,normal,178.9,16.3,normal,207.3,21.1
-M.SF.1.hip.strap.trs.8s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.5,lognormal,130.2,0.11,normal,144.3,14.0,normal,165.8,17.5
-M.SF.1.hip.strap.trs.8s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,15.1,normal,131.0,14.0,normal,139.0,13.5,lognormal,151.2,0.12
-M.SF.1.hip.strap.trs.8s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,15.1,normal,140.9,14.1,normal,156.5,14.3,lognormal,185.1,0.13
-M.SF.1.hip.strap.trs.8s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.1,0.13,normal,153.4,15.0,lognormal,172.8,0.11,normal,198.7,20.7
-M.SF.1.hip.strap.trs.8s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,17.4,normal,159.5,15.3,normal,179.1,16.4,normal,209.1,22.9
-M.SF.1.hip.strap.trs.8s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.6,lognormal,129.8,0.11,normal,144.4,14.0,lognormal,167.8,0.13
-M.SF.1.hip.strap.trs.8s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,15.0,normal,131.1,14.1,normal,139.2,13.8,lognormal,152.5,0.13
-M.SF.1.hip.strap.trs.8s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,15.3,lognormal,141.2,0.11,normal,156.9,14.4,lognormal,184.0,0.12
-M.SF.1.hip.strap.trs.8s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,15.8,normal,153.4,15.3,normal,171.9,16.8,lognormal,199.8,0.12
-M.SF.1.hip.strap.trs.8s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,16.9,lognormal,164.6,0.12,normal,185.9,17.8,lognormal,217.8,0.14
-M.SF.1.hip.strap.trs.8s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,15.0,normal,134.1,14.3,lognormal,152.0,0.11,lognormal,171.4,0.13
-M.SF.1.hip.strap.trs.8s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,133.7,13.9,lognormal,143.3,0.11,lognormal,152.5,0.11
-M.SF.1.hip.strap.trs.8s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,15.8,lognormal,146.4,0.12,lognormal,164.4,0.1,lognormal,188.3,0.12
-M.SF.1.hip.strap.trs.8s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.3,normal,156.8,15.7,normal,178.2,17.2,lognormal,206.5,0.13
-M.SF.1.hip.strap.trs.8s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,16.9,lognormal,164.6,0.12,normal,185.9,17.8,lognormal,217.8,0.14
-M.SF.1.hip.strap.trs.8s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,15.0,lognormal,133.4,0.11,normal,150.1,14.6,lognormal,170.0,0.12
-M.SF.1.hip.strap.trs.8s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.9,0.15,normal,133.5,14.0,lognormal,143.3,0.11,normal,152.6,16.3
-M.SF.1.hip.strap.trs.8s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.4,0.14,lognormal,146.7,0.12,lognormal,164.0,0.1,lognormal,189.7,0.13
-M.SF.1.hip.strap.trs.8s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.5,normal,157.2,15.7,normal,177.8,16.5,normal,205.7,23.3
-M.SF.1.hip.strap.trs.8s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.6,0.13,normal,160.0,15.5,normal,178.9,16.3,normal,207.3,21.1
-M.SF.1.hip.strap.trs.8s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.5,lognormal,130.2,0.11,normal,144.3,14.0,normal,165.8,17.5
-M.SF.1.hip.strap.trs.8s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,15.1,normal,131.0,14.0,normal,139.0,13.5,lognormal,151.2,0.12
-M.SF.1.hip.strap.trs.8s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,15.1,normal,140.9,14.1,normal,156.5,14.3,lognormal,185.1,0.13
-M.SF.1.hip.strap.trs.8s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.1,0.13,normal,153.4,15.0,lognormal,172.8,0.11,normal,198.7,20.7
-M.SF.1.hip.strap.trs.8s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,17.4,normal,159.5,15.3,normal,179.1,16.4,normal,209.1,22.9
-M.SF.1.hip.strap.trs.8s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.6,lognormal,129.8,0.11,normal,144.4,14.0,lognormal,167.8,0.13
-M.SF.1.hip.strap.trs.8s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,15.0,normal,131.1,14.1,normal,139.2,13.8,lognormal,152.5,0.13
-M.SF.1.hip.strap.trs.8s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,15.3,lognormal,141.2,0.11,normal,156.9,14.4,lognormal,184.0,0.12
-M.SF.1.hip.strap.trs.8s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,15.8,normal,153.4,15.3,normal,171.9,16.8,lognormal,199.8,0.12
-M.SF.1.hip.strap.trs.8s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.6,0.13,normal,160.0,15.5,normal,178.9,16.3,normal,207.3,21.1
-M.SF.1.hip.strap.trs.8s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.5,lognormal,130.2,0.11,normal,144.3,14.0,normal,165.8,17.5
-M.SF.1.hip.strap.trs.8s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,15.1,normal,131.0,14.0,normal,139.0,13.5,lognormal,151.2,0.12
-M.SF.1.hip.strap.trs.8s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,15.1,normal,140.9,14.1,normal,156.5,14.3,lognormal,185.1,0.13
-M.SF.1.hip.strap.trs.8s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.1,0.13,normal,153.4,15.0,lognormal,172.8,0.11,normal,198.7,20.7
-M.SF.1.hip.strap.trs.8s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,17.4,normal,159.5,15.3,normal,179.1,16.4,normal,209.1,22.9
-M.SF.1.hip.strap.trs.8s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.6,lognormal,129.8,0.11,normal,144.4,14.0,lognormal,167.8,0.13
-M.SF.1.hip.strap.trs.8s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,15.0,normal,131.1,14.1,normal,139.2,13.8,lognormal,152.5,0.13
-M.SF.1.hip.strap.trs.8s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,15.3,lognormal,141.2,0.11,normal,156.9,14.4,lognormal,184.0,0.12
-M.SF.1.hip.strap.trs.8s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,15.8,normal,153.4,15.3,normal,171.9,16.8,lognormal,199.8,0.12
-M.SF.1.hip.strap.trs.8s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.3,0.15,normal,183.3,23.5,lognormal,218.0,0.15,normal,249.5,21.2
-M.SF.1.hip.strap.trs.8s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.8,0.15,normal,155.9,18.3,normal,178.4,19.6,lognormal,209.8,0.14
-M.SF.1.hip.strap.trs.8s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,16.9,normal,149.8,20.5,lognormal,172.6,0.13,normal,202.0,24.3
-M.SF.1.hip.strap.trs.8s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.15,normal,166.4,20.0,normal,191.1,20.4,normal,219.0,20.5
-M.SF.1.hip.strap.trs.8s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,19.0,normal,177.9,22.3,lognormal,208.0,0.14,normal,247.5,26.4
-M.SF.1.hip.strap.trs.8s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.6,0.15,normal,182.7,23.0,normal,211.6,24.5,normal,249.0,22.6
-M.SF.1.hip.strap.trs.8s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,17.3,normal,156.0,18.2,normal,179.0,19.5,lognormal,209.2,0.14
-M.SF.1.hip.strap.trs.8s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.16,lognormal,149.7,0.15,normal,172.7,20.9,normal,199.8,23.0
-M.SF.1.hip.strap.trs.8s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,18.2,normal,166.8,20.3,normal,191.4,20.7,normal,220.9,22.1
-M.SF.1.hip.strap.trs.8s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.2,0.15,normal,177.8,22.6,lognormal,207.5,0.14,normal,248.0,25.2
-M.SF.1.hip.strap.trs.8s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.7,0.15,normal,181.7,21.7,lognormal,215.1,0.15,normal,249.3,21.9
-M.SF.1.hip.strap.trs.8s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.3,normal,154.7,18.0,normal,173.5,17.3,lognormal,201.8,0.14
-M.SF.1.hip.strap.trs.8s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,16.9,normal,149.2,19.6,lognormal,171.9,0.14,normal,193.1,20.6
-M.SF.1.hip.strap.trs.8s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,17.9,normal,165.8,19.5,normal,188.0,20.1,lognormal,219.5,0.11
-M.SF.1.hip.strap.trs.8s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,19.2,normal,177.7,22.4,normal,203.3,21.3,normal,247.0,27.8
-M.SF.1.hip.strap.trs.8s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.8,0.15,normal,181.4,21.5,lognormal,217.2,0.15,normal,249.1,22.4
-M.SF.1.hip.strap.trs.8s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.0,normal,154.1,17.1,normal,173.6,18.4,lognormal,202.7,0.14
-M.SF.1.hip.strap.trs.8s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.16,normal,149.1,19.6,normal,171.6,20.9,normal,193.5,21.4
-M.SF.1.hip.strap.trs.8s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,18.2,normal,165.2,19.2,lognormal,190.0,0.12,normal,216.8,20.5
-M.SF.1.hip.strap.trs.8s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,19.2,normal,177.1,22.2,normal,201.8,20.5,normal,246.7,28.6
-M.SF.1.hip.strap.trs.8s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.3,0.15,normal,183.3,23.5,lognormal,218.0,0.15,normal,249.5,21.2
-M.SF.1.hip.strap.trs.8s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.8,0.15,normal,155.9,18.3,normal,178.4,19.6,lognormal,209.8,0.14
-M.SF.1.hip.strap.trs.8s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,16.9,normal,149.8,20.5,lognormal,172.6,0.13,normal,202.0,24.3
-M.SF.1.hip.strap.trs.8s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.15,normal,166.4,20.0,normal,191.1,20.4,normal,219.0,20.5
-M.SF.1.hip.strap.trs.8s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,19.0,normal,177.9,22.3,lognormal,208.0,0.14,normal,247.5,26.4
-M.SF.1.hip.strap.trs.8s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.6,0.15,normal,182.7,23.0,normal,211.6,24.5,normal,249.0,22.6
-M.SF.1.hip.strap.trs.8s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,17.3,normal,156.0,18.2,normal,179.0,19.5,lognormal,209.2,0.14
-M.SF.1.hip.strap.trs.8s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.16,lognormal,149.7,0.15,normal,172.7,20.9,normal,199.8,23.0
-M.SF.1.hip.strap.trs.8s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,18.2,normal,166.8,20.3,normal,191.4,20.7,normal,220.9,22.1
-M.SF.1.hip.strap.trs.8s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.2,0.15,normal,177.8,22.6,lognormal,207.5,0.14,normal,248.0,25.2
-M.SF.1.hip.strap.trs.8s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.7,0.15,normal,181.7,21.7,lognormal,215.1,0.15,normal,249.3,21.9
-M.SF.1.hip.strap.trs.8s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.3,normal,154.7,18.0,normal,173.5,17.3,lognormal,201.8,0.14
-M.SF.1.hip.strap.trs.8s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,16.9,normal,149.2,19.6,lognormal,171.9,0.14,normal,193.1,20.6
-M.SF.1.hip.strap.trs.8s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,17.9,normal,165.8,19.5,normal,188.0,20.1,lognormal,219.5,0.11
-M.SF.1.hip.strap.trs.8s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,19.2,normal,177.7,22.4,normal,203.3,21.3,normal,247.0,27.8
-M.SF.1.hip.strap.trs.8s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.8,0.15,normal,181.4,21.5,lognormal,217.2,0.15,normal,249.1,22.4
-M.SF.1.hip.strap.trs.8s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.0,normal,154.1,17.1,normal,173.6,18.4,lognormal,202.7,0.14
-M.SF.1.hip.strap.trs.8s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.16,normal,149.1,19.6,normal,171.6,20.9,normal,193.5,21.4
-M.SF.1.hip.strap.trs.8s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,18.2,normal,165.2,19.2,lognormal,190.0,0.12,normal,216.8,20.5
-M.SF.1.hip.strap.trs.8s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,19.2,normal,177.1,22.2,normal,201.8,20.5,normal,246.7,28.6
-M.SF.1.hip.tnail.ows.st.0.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,17.2,normal,150.0,16.9,normal,167.4,16.6,normal,180.9,15.9
-M.SF.1.hip.tnail.ows.st.0.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,14.7,lognormal,128.5,0.12,lognormal,141.0,0.1,lognormal,147.7,0.1
-M.SF.1.hip.tnail.ows.st.0.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,14.4,lognormal,122.1,0.13,normal,133.6,13.1,normal,140.5,13.8
-M.SF.1.hip.tnail.ows.st.0.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,15.6,normal,136.9,15.0,lognormal,151.6,0.1,lognormal,160.4,0.1
-M.SF.1.hip.tnail.ows.st.0.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.6,lognormal,145.9,0.12,normal,161.1,14.7,lognormal,174.4,0.1
-M.SF.1.hip.tnail.ows.st.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,17.5,normal,148.7,16.9,normal,157.8,15.4,normal,161.0,15.9
-M.SF.1.hip.tnail.ows.st.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,15.4,normal,125.7,14.4,normal,132.8,15.9,normal,134.8,16.9
-M.SF.1.hip.tnail.ows.st.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,14.8,lognormal,121.4,0.13,normal,129.9,13.9,normal,132.7,13.9
-M.SF.1.hip.tnail.ows.st.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.1,16.4,normal,134.8,15.3,lognormal,143.0,0.12,normal,145.4,17.1
-M.SF.1.hip.tnail.ows.st.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.0,0.13,lognormal,143.9,0.12,normal,152.8,15.8,normal,155.6,16.2
-M.SF.1.hip.tnail.ows.st.1.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.3,0.15,lognormal,152.5,0.13,lognormal,171.6,0.11,lognormal,194.4,0.11
-M.SF.1.hip.tnail.ows.st.1.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.3,0.15,lognormal,133.3,0.13,normal,149.8,15.8,normal,165.8,17.5
-M.SF.1.hip.tnail.ows.st.1.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,14.6,lognormal,123.6,0.13,lognormal,140.3,0.12,normal,159.4,17.2
-M.SF.1.hip.tnail.ows.st.1.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.3,lognormal,141.3,0.13,lognormal,158.8,0.11,normal,177.4,18.9
-M.SF.1.hip.tnail.ows.st.1.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.9,0.15,lognormal,148.8,0.13,lognormal,167.8,0.11,lognormal,187.9,0.11
-M.SF.1.hip.tnail.ows.st.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,152.2,0.13,lognormal,152.4,0.13,lognormal,166.2,0.11,normal,171.0,16.6
-M.SF.1.hip.tnail.ows.st.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.1,0.14,lognormal,133.2,0.14,lognormal,144.9,0.12,normal,149.4,15.9
-M.SF.1.hip.tnail.ows.st.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.14,lognormal,123.8,0.14,lognormal,135.6,0.12,lognormal,141.0,0.12
-M.SF.1.hip.tnail.ows.st.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.9,0.14,lognormal,141.0,0.14,normal,153.2,16.3,lognormal,158.5,0.11
-M.SF.1.hip.tnail.ows.st.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.4,0.13,lognormal,148.5,0.13,lognormal,161.4,0.11,lognormal,167.5,0.11
-M.SF.1.hip.tnail.ows.su.0.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.2,0.14,normal,169.3,18.2,normal,181.4,16.2,lognormal,186.3,0.1
-M.SF.1.hip.tnail.ows.su.0.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.0,0.14,lognormal,139.6,0.12,normal,146.9,14.3,lognormal,148.9,0.11
-M.SF.1.hip.tnail.ows.su.0.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,16.0,normal,135.4,14.6,lognormal,140.9,0.11,normal,142.0,14.9
-M.SF.1.hip.tnail.ows.su.0.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.2,0.14,normal,150.8,16.3,lognormal,159.9,0.1,lognormal,162.9,0.11
-M.SF.1.hip.tnail.ows.su.0.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,18.3,normal,162.5,17.3,lognormal,173.9,0.1,lognormal,177.6,0.11
-M.SF.1.hip.tnail.ows.su.0.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.2,0.14,normal,169.3,18.2,normal,181.4,16.2,lognormal,186.3,0.1
-M.SF.1.hip.tnail.ows.su.0.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.0,0.14,lognormal,139.6,0.12,normal,146.9,14.3,lognormal,148.9,0.11
-M.SF.1.hip.tnail.ows.su.0.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,16.0,normal,135.4,14.6,lognormal,140.9,0.11,normal,142.0,14.9
-M.SF.1.hip.tnail.ows.su.0.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.2,0.14,normal,150.8,16.3,lognormal,159.9,0.1,lognormal,162.9,0.11
-M.SF.1.hip.tnail.ows.su.0.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.7,18.3,normal,162.5,17.3,lognormal,173.9,0.1,lognormal,177.6,0.11
-M.SF.1.hip.tnail.ows.su.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,normal,160.1,17.8,normal,160.7,15.9,lognormal,162.3,0.11,lognormal,162.4,0.11
-M.SF.1.hip.tnail.ows.su.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,18.6,normal,134.6,17.0,normal,134.9,17.1,normal,135.0,17.2
-M.SF.1.hip.tnail.ows.su.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,14.2,normal,132.6,14.0,normal,132.9,14.0,normal,133.0,14.0
-M.SF.1.hip.tnail.ows.su.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,19.1,normal,145.2,17.2,normal,145.6,17.2,lognormal,145.9,0.13
-M.SF.1.hip.tnail.ows.su.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,normal,154.7,18.3,normal,155.3,16.4,normal,155.8,16.3,normal,155.9,16.2
-M.SF.1.hip.tnail.ows.su.1.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.5,0.15,normal,181.6,22.0,lognormal,202.4,0.12,normal,211.0,21.9
-M.SF.1.hip.tnail.ows.su.1.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.5,0.15,normal,156.8,18.6,lognormal,172.2,0.13,normal,178.5,22.3
-M.SF.1.hip.tnail.ows.su.1.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,16.6,normal,148.4,19.3,normal,165.1,18.2,normal,172.8,17.4
-M.SF.1.hip.tnail.ows.su.1.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,18.7,normal,166.8,20.2,normal,183.2,20.5,normal,190.8,21.8
-M.SF.1.hip.tnail.ows.su.1.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.7,0.15,normal,176.9,22.1,normal,195.0,20.6,lognormal,204.5,0.12
-M.SF.1.hip.tnail.ows.su.1.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.5,0.15,normal,181.6,22.0,lognormal,202.4,0.12,normal,211.0,21.9
-M.SF.1.hip.tnail.ows.su.1.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.5,0.15,normal,156.8,18.6,lognormal,172.2,0.13,normal,178.5,22.3
-M.SF.1.hip.tnail.ows.su.1.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,16.6,normal,148.4,19.3,normal,165.1,18.2,normal,172.8,17.4
-M.SF.1.hip.tnail.ows.su.1.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,18.7,normal,166.8,20.2,normal,183.2,20.5,normal,190.8,21.8
-M.SF.1.hip.tnail.ows.su.1.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.7,0.15,normal,176.9,22.1,normal,195.0,20.6,lognormal,204.5,0.12
-M.SF.1.hip.tnail.ows.su.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,171.5,0.11,lognormal,172.4,0.11,lognormal,173.2,0.11,lognormal,173.3,0.11
-M.SF.1.hip.tnail.ows.su.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,149.3,16.0,lognormal,149.5,0.12,normal,150.0,16.0,lognormal,150.2,0.12
-M.SF.1.hip.tnail.ows.su.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.1,0.12,lognormal,141.2,0.12,lognormal,141.8,0.12,lognormal,141.9,0.12
-M.SF.1.hip.tnail.ows.su.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.4,16.8,normal,158.5,16.7,lognormal,159.3,0.11,normal,159.4,17.5
-M.SF.1.hip.tnail.ows.su.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,167.6,0.11,lognormal,167.7,0.11,lognormal,168.5,0.11,lognormal,168.6,0.11
-M.SF.1.hip.tnail.trs.6d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,17.2,normal,152.7,17.1,normal,171.1,16.0,normal,178.4,14.9
-M.SF.1.hip.tnail.trs.6d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,14.1,normal,127.9,13.7,normal,139.0,12.4,lognormal,143.4,0.11
-M.SF.1.hip.tnail.trs.6d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.7,0.15,normal,124.0,14.7,lognormal,134.4,0.11,lognormal,138.3,0.11
-M.SF.1.hip.tnail.trs.6d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,14.6,normal,137.3,15.0,lognormal,151.2,0.09,lognormal,155.3,0.09
-M.SF.1.hip.tnail.trs.6d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.3,normal,147.4,16.7,lognormal,163.6,0.1,lognormal,171.4,0.1
-M.SF.1.hip.tnail.trs.6d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,16.9,normal,152.8,17.4,lognormal,171.1,0.1,normal,178.4,15.6
-M.SF.1.hip.tnail.trs.6d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,14.4,normal,127.8,13.3,normal,139.0,12.7,lognormal,143.6,0.11
-M.SF.1.hip.tnail.trs.6d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,14.3,normal,124.2,15.0,lognormal,134.9,0.11,normal,139.2,14.8
-M.SF.1.hip.tnail.trs.6d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,15.2,normal,137.8,15.0,normal,151.2,13.2,normal,155.5,13.5
-M.SF.1.hip.tnail.trs.6d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,16.0,normal,147.9,16.5,normal,163.2,14.6,normal,170.0,14.9
-M.SF.1.hip.tnail.trs.6d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,16.5,normal,151.4,16.6,normal,170.1,15.5,lognormal,182.7,0.09
-M.SF.1.hip.tnail.trs.6d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.0,0.14,normal,125.2,12.1,normal,138.5,12.2,normal,149.4,14.8
-M.SF.1.hip.tnail.trs.6d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,14.3,normal,122.6,13.7,normal,131.8,12.0,lognormal,136.8,0.1
-M.SF.1.hip.tnail.trs.6d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.14,normal,135.1,13.6,normal,151.2,13.5,lognormal,163.2,0.1
-M.SF.1.hip.tnail.trs.6d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.1,lognormal,146.1,0.12,normal,162.7,14.7,normal,177.0,16.6
-M.SF.1.hip.tnail.trs.6d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,16.8,normal,151.5,16.8,lognormal,170.0,0.1,lognormal,185.4,0.11
-M.SF.1.hip.tnail.trs.6d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,13.8,normal,125.5,12.6,normal,138.5,12.3,lognormal,149.8,0.11
-M.SF.1.hip.tnail.trs.6d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,14.1,normal,122.6,13.6,normal,131.5,11.6,lognormal,136.3,0.1
-M.SF.1.hip.tnail.trs.6d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,14.7,normal,135.7,14.3,normal,151.0,13.3,normal,163.4,15.9
-M.SF.1.hip.tnail.trs.6d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.2,0.14,normal,145.8,15.5,normal,161.9,13.8,lognormal,176.8,0.1
-M.SF.1.hip.tnail.trs.6d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.4,0.14,normal,151.3,16.7,lognormal,166.6,0.09,normal,178.1,17.4
-M.SF.1.hip.tnail.trs.6d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,12.7,normal,124.8,12.2,lognormal,135.9,0.09,lognormal,143.4,0.11
-M.SF.1.hip.tnail.trs.6d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.1,0.14,normal,120.3,13.1,lognormal,127.0,0.1,lognormal,129.8,0.11
-M.SF.1.hip.tnail.trs.6d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,13.9,normal,134.9,13.5,lognormal,147.7,0.09,lognormal,155.6,0.1
-M.SF.1.hip.tnail.trs.6d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.14,normal,144.9,15.3,normal,159.4,13.0,lognormal,169.4,0.1
-M.SF.1.hip.tnail.trs.6d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.1,0.14,normal,151.4,17.0,lognormal,167.3,0.1,normal,176.6,15.1
-M.SF.1.hip.tnail.trs.6d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,12.6,normal,125.1,12.5,normal,135.8,11.5,lognormal,143.8,0.11
-M.SF.1.hip.tnail.trs.6d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.9,0.14,normal,120.2,13.0,lognormal,127.1,0.1,lognormal,129.8,0.11
-M.SF.1.hip.tnail.trs.6d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,13.9,normal,135.1,13.8,lognormal,148.0,0.09,lognormal,156.1,0.1
-M.SF.1.hip.tnail.trs.6d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.14,normal,145.0,15.3,normal,160.1,13.4,lognormal,169.2,0.1
-M.SF.1.hip.tnail.trs.6d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,17.2,normal,152.7,17.1,normal,171.1,16.0,normal,178.4,14.9
-M.SF.1.hip.tnail.trs.6d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,14.1,normal,127.9,13.7,normal,139.0,12.4,lognormal,143.4,0.11
-M.SF.1.hip.tnail.trs.6d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.7,0.15,normal,124.0,14.7,lognormal,134.4,0.11,lognormal,138.3,0.11
-M.SF.1.hip.tnail.trs.6d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,14.6,normal,137.3,15.0,lognormal,151.2,0.09,lognormal,155.3,0.09
-M.SF.1.hip.tnail.trs.6d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.3,normal,147.4,16.7,lognormal,163.6,0.1,lognormal,171.4,0.1
-M.SF.1.hip.tnail.trs.6d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,16.9,normal,152.8,17.4,lognormal,171.1,0.1,normal,178.4,15.6
-M.SF.1.hip.tnail.trs.6d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,14.4,normal,127.8,13.3,normal,139.0,12.7,lognormal,143.6,0.11
-M.SF.1.hip.tnail.trs.6d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,14.3,normal,124.2,15.0,lognormal,134.9,0.11,normal,139.2,14.8
-M.SF.1.hip.tnail.trs.6d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,15.2,normal,137.8,15.0,normal,151.2,13.2,normal,155.5,13.5
-M.SF.1.hip.tnail.trs.6d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,16.0,normal,147.9,16.5,normal,163.2,14.6,normal,170.0,14.9
-M.SF.1.hip.tnail.trs.6d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,16.5,normal,151.4,16.6,normal,170.1,15.5,lognormal,182.7,0.09
-M.SF.1.hip.tnail.trs.6d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.0,0.14,normal,125.2,12.1,normal,138.5,12.2,normal,149.4,14.8
-M.SF.1.hip.tnail.trs.6d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,14.3,normal,122.6,13.7,normal,131.8,12.0,lognormal,136.8,0.1
-M.SF.1.hip.tnail.trs.6d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.14,normal,135.1,13.6,normal,151.2,13.5,lognormal,163.2,0.1
-M.SF.1.hip.tnail.trs.6d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.1,lognormal,146.1,0.12,normal,162.7,14.7,normal,177.0,16.6
-M.SF.1.hip.tnail.trs.6d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,16.8,normal,151.5,16.8,lognormal,170.0,0.1,lognormal,185.4,0.11
-M.SF.1.hip.tnail.trs.6d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,13.8,normal,125.5,12.6,normal,138.5,12.3,lognormal,149.8,0.11
-M.SF.1.hip.tnail.trs.6d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,14.1,normal,122.6,13.6,normal,131.5,11.6,lognormal,136.3,0.1
-M.SF.1.hip.tnail.trs.6d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,14.7,normal,135.7,14.3,normal,151.0,13.3,normal,163.4,15.9
-M.SF.1.hip.tnail.trs.6d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.2,0.14,normal,145.8,15.5,normal,161.9,13.8,lognormal,176.8,0.1
-M.SF.1.hip.tnail.trs.6d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.4,0.14,normal,151.3,16.7,lognormal,166.6,0.09,normal,178.1,17.4
-M.SF.1.hip.tnail.trs.6d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,12.7,normal,124.8,12.2,lognormal,135.9,0.09,lognormal,143.4,0.11
-M.SF.1.hip.tnail.trs.6d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.1,0.14,normal,120.3,13.1,lognormal,127.0,0.1,lognormal,129.8,0.11
-M.SF.1.hip.tnail.trs.6d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,13.9,normal,134.9,13.5,lognormal,147.7,0.09,lognormal,155.6,0.1
-M.SF.1.hip.tnail.trs.6d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.14,normal,144.9,15.3,normal,159.4,13.0,lognormal,169.4,0.1
-M.SF.1.hip.tnail.trs.6d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.1,0.14,normal,151.4,17.0,lognormal,167.3,0.1,normal,176.6,15.1
-M.SF.1.hip.tnail.trs.6d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,12.6,normal,125.1,12.5,normal,135.8,11.5,lognormal,143.8,0.11
-M.SF.1.hip.tnail.trs.6d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.9,0.14,normal,120.2,13.0,lognormal,127.1,0.1,lognormal,129.8,0.11
-M.SF.1.hip.tnail.trs.6d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,13.9,normal,135.1,13.8,lognormal,148.0,0.09,lognormal,156.1,0.1
-M.SF.1.hip.tnail.trs.6d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.14,normal,145.0,15.3,normal,160.1,13.4,lognormal,169.2,0.1
-M.SF.1.hip.tnail.trs.6d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,18.1,normal,157.7,20.4,lognormal,180.6,0.12,lognormal,197.8,0.1
-M.SF.1.hip.tnail.trs.6d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,15.7,normal,137.5,17.6,normal,154.2,16.9,lognormal,167.3,0.13
-M.SF.1.hip.tnail.trs.6d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,14.4,normal,128.5,17.2,lognormal,148.1,0.13,lognormal,170.5,0.13
-M.SF.1.hip.tnail.trs.6d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.7,lognormal,147.0,0.15,lognormal,164.3,0.11,normal,179.2,19.5
-M.SF.1.hip.tnail.trs.6d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.5,normal,153.9,20.2,normal,175.2,19.4,normal,192.0,19.9
-M.SF.1.hip.tnail.trs.6d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,18.2,normal,157.7,20.5,lognormal,180.6,0.12,normal,195.9,15.8
-M.SF.1.hip.tnail.trs.6d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,15.4,normal,137.8,17.8,normal,153.8,16.1,lognormal,167.2,0.13
-M.SF.1.hip.tnail.trs.6d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.9,0.16,lognormal,128.8,0.15,normal,147.7,17.1,lognormal,169.8,0.13
-M.SF.1.hip.tnail.trs.6d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.7,0.15,normal,146.4,18.8,lognormal,164.7,0.12,normal,180.1,20.3
-M.SF.1.hip.tnail.trs.6d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.7,0.16,normal,154.1,20.3,normal,175.0,19.4,normal,191.3,18.5
-M.SF.1.hip.tnail.trs.6d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,18.0,normal,158.0,20.4,normal,179.5,19.8,lognormal,198.6,0.1
-M.SF.1.hip.tnail.trs.6d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,15.7,normal,137.2,16.7,normal,153.8,16.0,lognormal,168.5,0.13
-M.SF.1.hip.tnail.trs.6d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.7,normal,128.5,16.9,normal,146.8,16.3,normal,165.3,17.6
-M.SF.1.hip.tnail.trs.6d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.15,normal,146.5,19.0,normal,164.2,17.2,normal,181.2,20.3
-M.SF.1.hip.tnail.trs.6d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,17.2,normal,153.4,18.8,normal,174.1,18.1,lognormal,193.8,0.12
-M.SF.1.hip.tnail.trs.6d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.7,0.15,normal,157.6,19.4,normal,180.7,19.8,normal,196.9,17.6
-M.SF.1.hip.tnail.trs.6d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.5,normal,137.3,16.7,lognormal,154.1,0.11,lognormal,168.7,0.13
-M.SF.1.hip.tnail.trs.6d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.8,normal,128.2,16.7,normal,148.6,17.3,lognormal,165.5,0.11
-M.SF.1.hip.tnail.trs.6d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.15,lognormal,146.3,0.14,normal,164.6,17.2,normal,180.0,18.6
-M.SF.1.hip.tnail.trs.6d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.5,0.15,normal,154.6,20.2,normal,174.2,17.8,lognormal,193.7,0.12
-M.SF.1.hip.tnail.trs.6d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,18.1,normal,157.7,20.4,lognormal,180.6,0.12,lognormal,197.8,0.1
-M.SF.1.hip.tnail.trs.6d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,15.7,normal,137.5,17.6,normal,154.2,16.9,lognormal,167.3,0.13
-M.SF.1.hip.tnail.trs.6d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,14.4,normal,128.5,17.2,lognormal,148.1,0.13,lognormal,170.5,0.13
-M.SF.1.hip.tnail.trs.6d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.7,lognormal,147.0,0.15,lognormal,164.3,0.11,normal,179.2,19.5
-M.SF.1.hip.tnail.trs.6d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.5,normal,153.9,20.2,normal,175.2,19.4,normal,192.0,19.9
-M.SF.1.hip.tnail.trs.6d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,18.2,normal,157.7,20.5,lognormal,180.6,0.12,normal,195.9,15.8
-M.SF.1.hip.tnail.trs.6d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,15.4,normal,137.8,17.8,normal,153.8,16.1,lognormal,167.2,0.13
-M.SF.1.hip.tnail.trs.6d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.9,0.16,lognormal,128.8,0.15,normal,147.7,17.1,lognormal,169.8,0.13
-M.SF.1.hip.tnail.trs.6d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.7,0.15,normal,146.4,18.8,lognormal,164.7,0.12,normal,180.1,20.3
-M.SF.1.hip.tnail.trs.6d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.7,0.16,normal,154.1,20.3,normal,175.0,19.4,normal,191.3,18.5
-M.SF.1.hip.tnail.trs.6d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,18.0,normal,158.0,20.4,normal,179.5,19.8,lognormal,198.6,0.1
-M.SF.1.hip.tnail.trs.6d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,15.7,normal,137.2,16.7,normal,153.8,16.0,lognormal,168.5,0.13
-M.SF.1.hip.tnail.trs.6d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.7,normal,128.5,16.9,normal,146.8,16.3,normal,165.3,17.6
-M.SF.1.hip.tnail.trs.6d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.15,normal,146.5,19.0,normal,164.2,17.2,normal,181.2,20.3
-M.SF.1.hip.tnail.trs.6d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,17.2,normal,153.4,18.8,normal,174.1,18.1,lognormal,193.8,0.12
-M.SF.1.hip.tnail.trs.6d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.7,0.15,normal,157.6,19.4,normal,180.7,19.8,normal,196.9,17.6
-M.SF.1.hip.tnail.trs.6d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.5,normal,137.3,16.7,lognormal,154.1,0.11,lognormal,168.7,0.13
-M.SF.1.hip.tnail.trs.6d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.8,normal,128.2,16.7,normal,148.6,17.3,lognormal,165.5,0.11
-M.SF.1.hip.tnail.trs.6d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.15,lognormal,146.3,0.14,normal,164.6,17.2,normal,180.0,18.6
-M.SF.1.hip.tnail.trs.6d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.5,0.15,normal,154.6,20.2,normal,174.2,17.8,lognormal,193.7,0.12
-M.SF.1.hip.tnail.trs.6s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,17.3,lognormal,164.5,0.12,normal,175.5,14.2,normal,179.1,15.1
-M.SF.1.hip.tnail.trs.6s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.6,0.14,lognormal,132.7,0.11,lognormal,141.2,0.1,lognormal,143.3,0.1
-M.SF.1.hip.tnail.trs.6s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,133.1,14.0,lognormal,137.7,0.11,lognormal,138.9,0.11
-M.SF.1.hip.tnail.trs.6s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,15.7,lognormal,144.8,0.11,lognormal,153.6,0.09,normal,155.8,13.6
-M.SF.1.hip.tnail.trs.6s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.4,0.13,normal,156.1,16.1,normal,168.2,15.0,normal,170.5,15.0
-M.SF.1.hip.tnail.trs.6s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,17.5,lognormal,164.1,0.11,normal,175.5,14.7,normal,179.3,15.8
-M.SF.1.hip.tnail.trs.6s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.0,0.14,normal,132.5,13.3,lognormal,140.8,0.1,lognormal,143.4,0.11
-M.SF.1.hip.tnail.trs.6s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,133.0,13.8,normal,137.0,13.4,lognormal,138.3,0.11
-M.SF.1.hip.tnail.trs.6s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.4,0.14,lognormal,145.0,0.11,normal,153.4,12.8,lognormal,155.8,0.09
-M.SF.1.hip.tnail.trs.6s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,16.6,normal,156.1,15.5,lognormal,168.2,0.1,normal,170.5,15.2
-M.SF.1.hip.tnail.trs.6s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.1,0.14,normal,158.7,14.8,normal,172.8,15.1,lognormal,185.3,0.12
-M.SF.1.hip.tnail.trs.6s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.7,normal,129.3,12.8,normal,140.1,12.4,normal,149.4,14.6
-M.SF.1.hip.tnail.trs.6s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.9,normal,129.3,13.0,lognormal,133.7,0.1,lognormal,136.3,0.1
-M.SF.1.hip.tnail.trs.6s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,14.9,lognormal,141.0,0.11,normal,152.8,13.3,normal,162.6,16.1
-M.SF.1.hip.tnail.trs.6s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.9,0.13,normal,152.7,14.7,lognormal,165.9,0.09,normal,176.3,16.9
-M.SF.1.hip.tnail.trs.6s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.7,0.13,normal,158.9,14.8,normal,174.1,15.6,lognormal,184.3,0.11
-M.SF.1.hip.tnail.trs.6s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.7,normal,129.3,12.6,normal,140.0,12.5,normal,149.5,14.9
-M.SF.1.hip.tnail.trs.6s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.8,normal,129.0,13.0,lognormal,133.9,0.1,normal,136.5,13.3
-M.SF.1.hip.tnail.trs.6s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,15.0,lognormal,141.2,0.11,normal,152.5,12.9,lognormal,162.5,0.1
-M.SF.1.hip.tnail.trs.6s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,15.8,normal,153.1,15.4,lognormal,166.4,0.1,normal,177.1,17.7
-M.SF.1.hip.tnail.trs.6s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.1,0.14,normal,158.7,14.8,normal,172.8,15.1,lognormal,185.3,0.12
-M.SF.1.hip.tnail.trs.6s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.7,normal,129.3,12.8,normal,140.1,12.4,normal,149.4,14.6
-M.SF.1.hip.tnail.trs.6s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.9,normal,129.3,13.0,lognormal,133.7,0.1,lognormal,136.3,0.1
-M.SF.1.hip.tnail.trs.6s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,14.9,lognormal,141.0,0.11,normal,152.8,13.3,normal,162.6,16.1
-M.SF.1.hip.tnail.trs.6s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.9,0.13,normal,152.7,14.7,lognormal,165.9,0.09,normal,176.3,16.9
-M.SF.1.hip.tnail.trs.6s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.7,0.13,normal,158.9,14.8,normal,174.1,15.6,lognormal,184.3,0.11
-M.SF.1.hip.tnail.trs.6s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.7,normal,129.3,12.6,normal,140.0,12.5,normal,149.5,14.9
-M.SF.1.hip.tnail.trs.6s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.8,normal,129.0,13.0,lognormal,133.9,0.1,normal,136.5,13.3
-M.SF.1.hip.tnail.trs.6s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,15.0,lognormal,141.2,0.11,normal,152.5,12.9,lognormal,162.5,0.1
-M.SF.1.hip.tnail.trs.6s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,15.8,normal,153.1,15.4,lognormal,166.4,0.1,normal,177.1,17.7
-M.SF.1.hip.tnail.trs.6s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,17.3,lognormal,164.5,0.12,normal,175.5,14.2,normal,179.1,15.1
-M.SF.1.hip.tnail.trs.6s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.6,0.14,lognormal,132.7,0.11,lognormal,141.2,0.1,lognormal,143.3,0.1
-M.SF.1.hip.tnail.trs.6s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,133.1,14.0,lognormal,137.7,0.11,lognormal,138.9,0.11
-M.SF.1.hip.tnail.trs.6s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,15.7,lognormal,144.8,0.11,lognormal,153.6,0.09,normal,155.8,13.6
-M.SF.1.hip.tnail.trs.6s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.4,0.13,normal,156.1,16.1,normal,168.2,15.0,normal,170.5,15.0
-M.SF.1.hip.tnail.trs.6s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,17.5,lognormal,164.1,0.11,normal,175.5,14.7,normal,179.3,15.8
-M.SF.1.hip.tnail.trs.6s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.0,0.14,normal,132.5,13.3,lognormal,140.8,0.1,lognormal,143.4,0.11
-M.SF.1.hip.tnail.trs.6s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,133.0,13.8,normal,137.0,13.4,lognormal,138.3,0.11
-M.SF.1.hip.tnail.trs.6s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.4,0.14,lognormal,145.0,0.11,normal,153.4,12.8,lognormal,155.8,0.09
-M.SF.1.hip.tnail.trs.6s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,16.6,normal,156.1,15.5,lognormal,168.2,0.1,normal,170.5,15.2
-M.SF.1.hip.tnail.trs.6s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.1,0.14,normal,158.7,14.8,normal,172.8,15.1,lognormal,185.3,0.12
-M.SF.1.hip.tnail.trs.6s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.7,normal,129.3,12.8,normal,140.1,12.4,normal,149.4,14.6
-M.SF.1.hip.tnail.trs.6s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.9,normal,129.3,13.0,lognormal,133.7,0.1,lognormal,136.3,0.1
-M.SF.1.hip.tnail.trs.6s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,14.9,lognormal,141.0,0.11,normal,152.8,13.3,normal,162.6,16.1
-M.SF.1.hip.tnail.trs.6s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.9,0.13,normal,152.7,14.7,lognormal,165.9,0.09,normal,176.3,16.9
-M.SF.1.hip.tnail.trs.6s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.7,0.13,normal,158.9,14.8,normal,174.1,15.6,lognormal,184.3,0.11
-M.SF.1.hip.tnail.trs.6s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.7,normal,129.3,12.6,normal,140.0,12.5,normal,149.5,14.9
-M.SF.1.hip.tnail.trs.6s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.8,normal,129.0,13.0,lognormal,133.9,0.1,normal,136.5,13.3
-M.SF.1.hip.tnail.trs.6s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,15.0,lognormal,141.2,0.11,normal,152.5,12.9,lognormal,162.5,0.1
-M.SF.1.hip.tnail.trs.6s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,15.8,normal,153.1,15.4,lognormal,166.4,0.1,normal,177.1,17.7
-M.SF.1.hip.tnail.trs.6s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.1,0.14,normal,158.7,14.8,normal,172.8,15.1,lognormal,185.3,0.12
-M.SF.1.hip.tnail.trs.6s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.7,normal,129.3,12.8,normal,140.1,12.4,normal,149.4,14.6
-M.SF.1.hip.tnail.trs.6s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.9,normal,129.3,13.0,lognormal,133.7,0.1,lognormal,136.3,0.1
-M.SF.1.hip.tnail.trs.6s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,14.9,lognormal,141.0,0.11,normal,152.8,13.3,normal,162.6,16.1
-M.SF.1.hip.tnail.trs.6s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.9,0.13,normal,152.7,14.7,lognormal,165.9,0.09,normal,176.3,16.9
-M.SF.1.hip.tnail.trs.6s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.7,0.13,normal,158.9,14.8,normal,174.1,15.6,lognormal,184.3,0.11
-M.SF.1.hip.tnail.trs.6s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.7,normal,129.3,12.6,normal,140.0,12.5,normal,149.5,14.9
-M.SF.1.hip.tnail.trs.6s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.8,normal,129.0,13.0,lognormal,133.9,0.1,normal,136.5,13.3
-M.SF.1.hip.tnail.trs.6s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,15.0,lognormal,141.2,0.11,normal,152.5,12.9,lognormal,162.5,0.1
-M.SF.1.hip.tnail.trs.6s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,15.8,normal,153.1,15.4,lognormal,166.4,0.1,normal,177.1,17.7
-M.SF.1.hip.tnail.trs.6s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.4,19.3,normal,179.2,20.8,normal,197.7,20.8,normal,203.0,19.2
-M.SF.1.hip.tnail.trs.6s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.1,normal,153.6,17.5,lognormal,164.1,0.12,lognormal,169.8,0.15
-M.SF.1.hip.tnail.trs.6s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.8,0.15,normal,148.9,19.9,normal,164.9,18.9,normal,173.7,19.5
-M.SF.1.hip.tnail.trs.6s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.15,lognormal,164.1,0.13,normal,175.7,18.8,normal,179.3,18.8
-M.SF.1.hip.tnail.trs.6s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,19.2,normal,175.0,20.9,lognormal,189.7,0.11,normal,195.6,20.8
-M.SF.1.hip.tnail.trs.6s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,19.2,normal,179.1,20.7,normal,197.7,20.8,normal,203.0,19.2
-M.SF.1.hip.tnail.trs.6s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.3,normal,152.9,17.7,lognormal,165.3,0.13,lognormal,170.8,0.15
-M.SF.1.hip.tnail.trs.6s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.3,0.16,normal,148.4,19.5,normal,165.1,18.8,normal,173.3,18.9
-M.SF.1.hip.tnail.trs.6s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,18.6,lognormal,164.6,0.13,normal,175.5,18.4,normal,180.0,19.8
-M.SF.1.hip.tnail.trs.6s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.6,0.15,normal,176.2,21.5,normal,188.5,17.8,lognormal,194.6,0.11
-M.SF.1.hip.tnail.trs.6s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.0,20.2,normal,179.7,21.1,lognormal,193.4,0.1,lognormal,199.1,0.11
-M.SF.1.hip.tnail.trs.6s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,16.9,normal,152.3,16.5,lognormal,164.1,0.12,lognormal,171.5,0.14
-M.SF.1.hip.tnail.trs.6s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.2,0.15,normal,147.4,18.7,normal,161.2,17.7,lognormal,167.3,0.12
-M.SF.1.hip.tnail.trs.6s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,18.1,normal,163.0,18.2,normal,174.8,17.5,normal,180.9,20.1
-M.SF.1.hip.tnail.trs.6s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.1,0.16,normal,174.7,19.8,lognormal,188.1,0.11,normal,193.7,20.8
-M.SF.1.hip.tnail.trs.6s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.7,0.15,normal,179.0,20.2,lognormal,194.6,0.11,lognormal,200.3,0.11
-M.SF.1.hip.tnail.trs.6s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.4,normal,152.7,17.3,lognormal,163.2,0.11,lognormal,169.2,0.13
-M.SF.1.hip.tnail.trs.6s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.7,0.15,lognormal,148.2,0.14,normal,161.8,18.1,normal,168.0,18.2
-M.SF.1.hip.tnail.trs.6s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.8,normal,162.8,17.6,normal,175.4,18.5,lognormal,182.6,0.13
-M.SF.1.hip.tnail.trs.6s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,19.3,normal,174.1,19.0,lognormal,188.2,0.11,normal,193.3,20.4
-M.SF.1.hip.tnail.trs.6s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.4,19.3,normal,179.2,20.8,normal,197.7,20.8,normal,203.0,19.2
-M.SF.1.hip.tnail.trs.6s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.1,normal,153.6,17.5,lognormal,164.1,0.12,lognormal,169.8,0.15
-M.SF.1.hip.tnail.trs.6s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.8,0.15,normal,148.9,19.9,normal,164.9,18.9,normal,173.7,19.5
-M.SF.1.hip.tnail.trs.6s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.15,lognormal,164.1,0.13,normal,175.7,18.8,normal,179.3,18.8
-M.SF.1.hip.tnail.trs.6s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,19.2,normal,175.0,20.9,lognormal,189.7,0.11,normal,195.6,20.8
-M.SF.1.hip.tnail.trs.6s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,19.2,normal,179.1,20.7,normal,197.7,20.8,normal,203.0,19.2
-M.SF.1.hip.tnail.trs.6s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.3,normal,152.9,17.7,lognormal,165.3,0.13,lognormal,170.8,0.15
-M.SF.1.hip.tnail.trs.6s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.3,0.16,normal,148.4,19.5,normal,165.1,18.8,normal,173.3,18.9
-M.SF.1.hip.tnail.trs.6s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,18.6,lognormal,164.6,0.13,normal,175.5,18.4,normal,180.0,19.8
-M.SF.1.hip.tnail.trs.6s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.6,0.15,normal,176.2,21.5,normal,188.5,17.8,lognormal,194.6,0.11
-M.SF.1.hip.tnail.trs.6s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.0,20.2,normal,179.7,21.1,lognormal,193.4,0.1,lognormal,199.1,0.11
-M.SF.1.hip.tnail.trs.6s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,16.9,normal,152.3,16.5,lognormal,164.1,0.12,lognormal,171.5,0.14
-M.SF.1.hip.tnail.trs.6s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.2,0.15,normal,147.4,18.7,normal,161.2,17.7,lognormal,167.3,0.12
-M.SF.1.hip.tnail.trs.6s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,18.1,normal,163.0,18.2,normal,174.8,17.5,normal,180.9,20.1
-M.SF.1.hip.tnail.trs.6s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.1,0.16,normal,174.7,19.8,lognormal,188.1,0.11,normal,193.7,20.8
-M.SF.1.hip.tnail.trs.6s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.7,0.15,normal,179.0,20.2,lognormal,194.6,0.11,lognormal,200.3,0.11
-M.SF.1.hip.tnail.trs.6s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.4,normal,152.7,17.3,lognormal,163.2,0.11,lognormal,169.2,0.13
-M.SF.1.hip.tnail.trs.6s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.7,0.15,lognormal,148.2,0.14,normal,161.8,18.1,normal,168.0,18.2
-M.SF.1.hip.tnail.trs.6s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.8,normal,162.8,17.6,normal,175.4,18.5,lognormal,182.6,0.13
-M.SF.1.hip.tnail.trs.6s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,19.3,normal,174.1,19.0,lognormal,188.2,0.11,normal,193.3,20.4
-M.SF.1.hip.tnail.trs.8d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,16.9,normal,153.8,17.4,normal,171.7,16.6,normal,179.3,15.6
-M.SF.1.hip.tnail.trs.8d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,14.4,normal,128.4,13.6,lognormal,139.4,0.1,lognormal,143.5,0.11
-M.SF.1.hip.tnail.trs.8d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.0,0.15,normal,124.9,15.0,lognormal,135.0,0.11,normal,138.7,14.8
-M.SF.1.hip.tnail.trs.8d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,15.1,lognormal,138.7,0.12,normal,151.0,13.3,lognormal,155.8,0.1
-M.SF.1.hip.tnail.trs.8d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.6,normal,148.8,16.9,lognormal,163.1,0.09,lognormal,169.7,0.09
-M.SF.1.hip.tnail.trs.8d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,16.5,normal,153.8,17.4,lognormal,171.3,0.1,normal,179.2,16.3
-M.SF.1.hip.tnail.trs.8d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,14.5,normal,128.3,13.4,normal,139.0,12.4,lognormal,142.9,0.1
-M.SF.1.hip.tnail.trs.8d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,14.4,normal,125.2,15.2,lognormal,134.6,0.11,normal,138.8,14.9
-M.SF.1.hip.tnail.trs.8d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,15.2,normal,138.7,15.4,normal,151.4,13.0,lognormal,155.8,0.09
-M.SF.1.hip.tnail.trs.8d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.3,normal,148.7,16.5,normal,163.6,14.6,normal,169.9,15.1
-M.SF.1.hip.tnail.trs.8d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,16.2,normal,152.7,16.7,lognormal,172.1,0.11,lognormal,185.9,0.11
-M.SF.1.hip.tnail.trs.8d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.7,0.14,normal,126.2,12.8,normal,139.0,12.6,lognormal,148.9,0.11
-M.SF.1.hip.tnail.trs.8d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,14.6,normal,123.8,13.9,normal,131.6,11.8,lognormal,136.5,0.1
-M.SF.1.hip.tnail.trs.8d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.3,0.14,normal,136.2,14.3,normal,151.8,13.8,lognormal,162.5,0.1
-M.SF.1.hip.tnail.trs.8d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.0,normal,147.3,16.6,normal,163.2,14.6,lognormal,176.1,0.1
-M.SF.1.hip.tnail.trs.8d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,16.6,normal,152.6,16.8,normal,170.5,15.3,lognormal,185.1,0.11
-M.SF.1.hip.tnail.trs.8d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.6,0.14,normal,126.1,12.8,normal,138.9,12.5,lognormal,150.5,0.11
-M.SF.1.hip.tnail.trs.8d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.8,0.15,normal,123.6,13.9,lognormal,132.5,0.1,lognormal,137.0,0.1
-M.SF.1.hip.tnail.trs.8d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.2,0.14,normal,136.6,14.5,normal,151.4,13.6,normal,161.2,14.0
-M.SF.1.hip.tnail.trs.8d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,15.9,normal,147.9,16.7,normal,164.1,14.8,normal,176.3,15.9
-M.SF.1.hip.tnail.trs.8d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,16.2,normal,152.5,16.5,lognormal,168.3,0.09,lognormal,176.9,0.09
-M.SF.1.hip.tnail.trs.8d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.13,normal,125.7,12.7,lognormal,135.8,0.09,lognormal,143.6,0.11
-M.SF.1.hip.tnail.trs.8d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.0,0.14,lognormal,121.8,0.12,lognormal,127.6,0.1,lognormal,130.1,0.11
-M.SF.1.hip.tnail.trs.8d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,13.8,normal,135.7,14.1,normal,148.4,13.2,lognormal,156.2,0.1
-M.SF.1.hip.tnail.trs.8d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,15.4,normal,146.6,16.0,normal,160.5,13.2,lognormal,169.4,0.1
-M.SF.1.hip.tnail.trs.8d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,15.9,normal,152.9,17.3,lognormal,167.2,0.09,lognormal,177.7,0.1
-M.SF.1.hip.tnail.trs.8d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.8,0.13,normal,125.5,12.4,lognormal,135.9,0.09,lognormal,143.5,0.11
-M.SF.1.hip.tnail.trs.8d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.2,0.14,normal,121.0,12.9,lognormal,127.5,0.11,lognormal,130.3,0.11
-M.SF.1.hip.tnail.trs.8d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,14.0,normal,135.8,13.6,lognormal,148.4,0.09,lognormal,156.1,0.1
-M.SF.1.hip.tnail.trs.8d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,15.8,normal,146.4,15.4,normal,159.7,12.9,lognormal,168.9,0.1
-M.SF.1.hip.tnail.trs.8d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,16.9,normal,153.8,17.4,normal,171.7,16.6,normal,179.3,15.6
-M.SF.1.hip.tnail.trs.8d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,14.4,normal,128.4,13.6,lognormal,139.4,0.1,lognormal,143.5,0.11
-M.SF.1.hip.tnail.trs.8d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.0,0.15,normal,124.9,15.0,lognormal,135.0,0.11,normal,138.7,14.8
-M.SF.1.hip.tnail.trs.8d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,15.1,lognormal,138.7,0.12,normal,151.0,13.3,lognormal,155.8,0.1
-M.SF.1.hip.tnail.trs.8d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.6,normal,148.8,16.9,lognormal,163.1,0.09,lognormal,169.7,0.09
-M.SF.1.hip.tnail.trs.8d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,16.5,normal,153.8,17.4,lognormal,171.3,0.1,normal,179.2,16.3
-M.SF.1.hip.tnail.trs.8d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,14.5,normal,128.3,13.4,normal,139.0,12.4,lognormal,142.9,0.1
-M.SF.1.hip.tnail.trs.8d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,14.4,normal,125.2,15.2,lognormal,134.6,0.11,normal,138.8,14.9
-M.SF.1.hip.tnail.trs.8d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,15.2,normal,138.7,15.4,normal,151.4,13.0,lognormal,155.8,0.09
-M.SF.1.hip.tnail.trs.8d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.3,normal,148.7,16.5,normal,163.6,14.6,normal,169.9,15.1
-M.SF.1.hip.tnail.trs.8d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,16.2,normal,152.7,16.7,lognormal,172.1,0.11,lognormal,185.9,0.11
-M.SF.1.hip.tnail.trs.8d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.7,0.14,normal,126.2,12.8,normal,139.0,12.6,lognormal,148.9,0.11
-M.SF.1.hip.tnail.trs.8d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,14.6,normal,123.8,13.9,normal,131.6,11.8,lognormal,136.5,0.1
-M.SF.1.hip.tnail.trs.8d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.3,0.14,normal,136.2,14.3,normal,151.8,13.8,lognormal,162.5,0.1
-M.SF.1.hip.tnail.trs.8d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.0,normal,147.3,16.6,normal,163.2,14.6,lognormal,176.1,0.1
-M.SF.1.hip.tnail.trs.8d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,16.6,normal,152.6,16.8,normal,170.5,15.3,lognormal,185.1,0.11
-M.SF.1.hip.tnail.trs.8d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.6,0.14,normal,126.1,12.8,normal,138.9,12.5,lognormal,150.5,0.11
-M.SF.1.hip.tnail.trs.8d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.8,0.15,normal,123.6,13.9,lognormal,132.5,0.1,lognormal,137.0,0.1
-M.SF.1.hip.tnail.trs.8d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.2,0.14,normal,136.6,14.5,normal,151.4,13.6,normal,161.2,14.0
-M.SF.1.hip.tnail.trs.8d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,15.9,normal,147.9,16.7,normal,164.1,14.8,normal,176.3,15.9
-M.SF.1.hip.tnail.trs.8d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,16.2,normal,152.5,16.5,lognormal,168.3,0.09,lognormal,176.9,0.09
-M.SF.1.hip.tnail.trs.8d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.13,normal,125.7,12.7,lognormal,135.8,0.09,lognormal,143.6,0.11
-M.SF.1.hip.tnail.trs.8d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.0,0.14,lognormal,121.8,0.12,lognormal,127.6,0.1,lognormal,130.1,0.11
-M.SF.1.hip.tnail.trs.8d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,13.8,normal,135.7,14.1,normal,148.4,13.2,lognormal,156.2,0.1
-M.SF.1.hip.tnail.trs.8d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,15.4,normal,146.6,16.0,normal,160.5,13.2,lognormal,169.4,0.1
-M.SF.1.hip.tnail.trs.8d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,15.9,normal,152.9,17.3,lognormal,167.2,0.09,lognormal,177.7,0.1
-M.SF.1.hip.tnail.trs.8d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.8,0.13,normal,125.5,12.4,lognormal,135.9,0.09,lognormal,143.5,0.11
-M.SF.1.hip.tnail.trs.8d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.2,0.14,normal,121.0,12.9,lognormal,127.5,0.11,lognormal,130.3,0.11
-M.SF.1.hip.tnail.trs.8d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,14.0,normal,135.8,13.6,lognormal,148.4,0.09,lognormal,156.1,0.1
-M.SF.1.hip.tnail.trs.8d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,15.8,normal,146.4,15.4,normal,159.7,12.9,lognormal,168.9,0.1
-M.SF.1.hip.tnail.trs.8d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.8,normal,160.2,21.2,lognormal,185.4,0.14,normal,202.4,17.9
-M.SF.1.hip.tnail.trs.8d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,15.5,normal,139.5,18.3,normal,156.2,17.9,lognormal,170.2,0.15
-M.SF.1.hip.tnail.trs.8d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,14.8,normal,129.8,17.9,lognormal,152.2,0.15,normal,173.8,19.2
-M.SF.1.hip.tnail.trs.8d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.2,0.16,normal,147.4,19.7,normal,167.2,19.3,normal,181.9,20.6
-M.SF.1.hip.tnail.trs.8d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,17.5,normal,156.1,20.9,normal,178.0,20.6,normal,194.4,17.7
-M.SF.1.hip.tnail.trs.8d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.2,0.15,normal,160.1,21.2,normal,184.5,22.8,normal,202.9,18.6
-M.SF.1.hip.tnail.trs.8d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.5,normal,138.7,17.9,normal,155.7,17.9,lognormal,170.5,0.15
-M.SF.1.hip.tnail.trs.8d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,14.8,normal,130.2,18.2,normal,151.2,18.9,normal,173.6,19.8
-M.SF.1.hip.tnail.trs.8d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,16.8,normal,148.1,19.8,normal,166.3,17.9,normal,180.3,19.2
-M.SF.1.hip.tnail.trs.8d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.5,lognormal,157.1,0.16,normal,177.0,19.9,normal,195.3,20.4
-M.SF.1.hip.tnail.trs.8d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,17.6,lognormal,161.0,0.15,lognormal,183.7,0.13,normal,198.9,19.7
-M.SF.1.hip.tnail.trs.8d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.15,normal,139.8,17.5,normal,156.4,16.9,lognormal,170.5,0.13
-M.SF.1.hip.tnail.trs.8d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.7,normal,130.4,17.4,normal,151.3,18.9,lognormal,166.3,0.11
-M.SF.1.hip.tnail.trs.8d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,normal,148.5,19.2,lognormal,167.7,0.12,lognormal,182.6,0.13
-M.SF.1.hip.tnail.trs.8d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,17.5,normal,156.7,21.2,normal,177.8,20.4,normal,192.0,19.3
-M.SF.1.hip.tnail.trs.8d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.8,0.16,normal,161.1,21.2,normal,182.9,19.9,lognormal,198.7,0.11
-M.SF.1.hip.tnail.trs.8d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.0,0.15,normal,139.2,17.4,normal,157.1,18.0,lognormal,170.5,0.13
-M.SF.1.hip.tnail.trs.8d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.7,normal,130.4,17.6,normal,151.7,18.6,lognormal,168.6,0.11
-M.SF.1.hip.tnail.trs.8d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,16.5,normal,148.0,18.9,normal,168.1,18.8,normal,180.5,18.6
-M.SF.1.hip.tnail.trs.8d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,17.3,normal,156.1,20.2,normal,179.2,21.0,normal,194.0,19.2
-M.SF.1.hip.tnail.trs.8d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.8,normal,160.2,21.2,lognormal,185.4,0.14,normal,202.4,17.9
-M.SF.1.hip.tnail.trs.8d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,15.5,normal,139.5,18.3,normal,156.2,17.9,lognormal,170.2,0.15
-M.SF.1.hip.tnail.trs.8d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,14.8,normal,129.8,17.9,lognormal,152.2,0.15,normal,173.8,19.2
-M.SF.1.hip.tnail.trs.8d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.2,0.16,normal,147.4,19.7,normal,167.2,19.3,normal,181.9,20.6
-M.SF.1.hip.tnail.trs.8d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,17.5,normal,156.1,20.9,normal,178.0,20.6,normal,194.4,17.7
-M.SF.1.hip.tnail.trs.8d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.2,0.15,normal,160.1,21.2,normal,184.5,22.8,normal,202.9,18.6
-M.SF.1.hip.tnail.trs.8d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.5,normal,138.7,17.9,normal,155.7,17.9,lognormal,170.5,0.15
-M.SF.1.hip.tnail.trs.8d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,14.8,normal,130.2,18.2,normal,151.2,18.9,normal,173.6,19.8
-M.SF.1.hip.tnail.trs.8d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,16.8,normal,148.1,19.8,normal,166.3,17.9,normal,180.3,19.2
-M.SF.1.hip.tnail.trs.8d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.5,lognormal,157.1,0.16,normal,177.0,19.9,normal,195.3,20.4
-M.SF.1.hip.tnail.trs.8d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,17.6,lognormal,161.0,0.15,lognormal,183.7,0.13,normal,198.9,19.7
-M.SF.1.hip.tnail.trs.8d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.15,normal,139.8,17.5,normal,156.4,16.9,lognormal,170.5,0.13
-M.SF.1.hip.tnail.trs.8d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.7,normal,130.4,17.4,normal,151.3,18.9,lognormal,166.3,0.11
-M.SF.1.hip.tnail.trs.8d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,normal,148.5,19.2,lognormal,167.7,0.12,lognormal,182.6,0.13
-M.SF.1.hip.tnail.trs.8d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,17.5,normal,156.7,21.2,normal,177.8,20.4,normal,192.0,19.3
-M.SF.1.hip.tnail.trs.8d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.8,0.16,normal,161.1,21.2,normal,182.9,19.9,lognormal,198.7,0.11
-M.SF.1.hip.tnail.trs.8d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.0,0.15,normal,139.2,17.4,normal,157.1,18.0,lognormal,170.5,0.13
-M.SF.1.hip.tnail.trs.8d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.7,normal,130.4,17.6,normal,151.7,18.6,lognormal,168.6,0.11
-M.SF.1.hip.tnail.trs.8d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,16.5,normal,148.0,18.9,normal,168.1,18.8,normal,180.5,18.6
-M.SF.1.hip.tnail.trs.8d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,17.3,normal,156.1,20.2,normal,179.2,21.0,normal,194.0,19.2
-M.SF.1.hip.tnail.trs.8s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,17.5,lognormal,164.6,0.11,normal,175.5,14.1,normal,178.9,15.0
-M.SF.1.hip.tnail.trs.8s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.6,0.14,lognormal,132.7,0.11,lognormal,141.2,0.1,lognormal,143.3,0.1
-M.SF.1.hip.tnail.trs.8s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,133.1,14.1,lognormal,137.9,0.11,lognormal,139.0,0.12
-M.SF.1.hip.tnail.trs.8s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,15.5,lognormal,144.7,0.11,lognormal,153.6,0.09,normal,156.0,13.6
-M.SF.1.hip.tnail.trs.8s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.7,0.13,normal,156.2,15.5,lognormal,168.5,0.1,lognormal,171.1,0.1
-M.SF.1.hip.tnail.trs.8s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,17.6,lognormal,164.0,0.11,lognormal,175.8,0.09,normal,179.4,15.8
-M.SF.1.hip.tnail.trs.8s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.14,normal,132.5,13.3,lognormal,140.9,0.1,lognormal,143.4,0.11
-M.SF.1.hip.tnail.trs.8s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,133.0,13.8,normal,137.0,13.4,lognormal,138.3,0.11
-M.SF.1.hip.tnail.trs.8s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.1,lognormal,145.0,0.11,normal,153.4,12.8,lognormal,155.8,0.09
-M.SF.1.hip.tnail.trs.8s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,16.6,normal,156.1,15.5,lognormal,168.2,0.1,normal,170.5,15.2
-M.SF.1.hip.tnail.trs.8s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.0,0.13,normal,158.9,15.2,lognormal,172.9,0.09,lognormal,185.6,0.12
-M.SF.1.hip.tnail.trs.8s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.4,0.14,normal,129.5,13.1,normal,140.2,12.4,normal,148.7,14.5
-M.SF.1.hip.tnail.trs.8s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,14.4,normal,129.3,13.0,lognormal,134.0,0.1,lognormal,136.5,0.1
-M.SF.1.hip.tnail.trs.8s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,15.1,lognormal,141.1,0.11,normal,152.8,13.5,normal,161.5,15.1
-M.SF.1.hip.tnail.trs.8s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.5,0.13,normal,152.9,15.1,lognormal,165.4,0.09,normal,175.8,17.3
-M.SF.1.hip.tnail.trs.8s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.2,0.14,normal,159.1,14.7,normal,173.9,15.1,lognormal,185.4,0.11
-M.SF.1.hip.tnail.trs.8s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,14.6,normal,129.7,13.0,normal,140.4,12.5,normal,149.5,14.7
-M.SF.1.hip.tnail.trs.8s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,14.8,normal,129.0,13.1,lognormal,133.9,0.1,normal,136.5,13.3
-M.SF.1.hip.tnail.trs.8s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,15.0,normal,141.1,14.5,normal,152.5,12.9,normal,161.4,14.7
-M.SF.1.hip.tnail.trs.8s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.0,0.13,normal,152.8,15.2,lognormal,166.0,0.1,normal,176.8,17.6
-M.SF.1.hip.tnail.trs.8s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.0,0.13,normal,158.9,15.2,lognormal,172.9,0.09,lognormal,185.6,0.12
-M.SF.1.hip.tnail.trs.8s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.4,0.14,normal,129.5,13.1,normal,140.2,12.4,normal,148.7,14.5
-M.SF.1.hip.tnail.trs.8s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,14.4,normal,129.3,13.0,lognormal,134.0,0.1,lognormal,136.5,0.1
-M.SF.1.hip.tnail.trs.8s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,15.1,lognormal,141.1,0.11,normal,152.8,13.5,normal,161.5,15.1
-M.SF.1.hip.tnail.trs.8s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.5,0.13,normal,152.9,15.1,lognormal,165.4,0.09,normal,175.8,17.3
-M.SF.1.hip.tnail.trs.8s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.2,0.14,normal,159.1,14.7,normal,173.9,15.1,lognormal,185.4,0.11
-M.SF.1.hip.tnail.trs.8s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,14.6,normal,129.7,13.0,normal,140.4,12.5,normal,149.5,14.7
-M.SF.1.hip.tnail.trs.8s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,14.8,normal,129.0,13.1,lognormal,133.9,0.1,normal,136.5,13.3
-M.SF.1.hip.tnail.trs.8s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,15.0,normal,141.1,14.5,normal,152.5,12.9,normal,161.4,14.7
-M.SF.1.hip.tnail.trs.8s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.0,0.13,normal,152.8,15.2,lognormal,166.0,0.1,normal,176.8,17.6
-M.SF.1.hip.tnail.trs.8s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,17.5,lognormal,164.6,0.11,normal,175.5,14.1,normal,178.9,15.0
-M.SF.1.hip.tnail.trs.8s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.6,0.14,lognormal,132.7,0.11,lognormal,141.2,0.1,lognormal,143.3,0.1
-M.SF.1.hip.tnail.trs.8s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,133.1,14.1,lognormal,137.9,0.11,lognormal,139.0,0.12
-M.SF.1.hip.tnail.trs.8s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,15.5,lognormal,144.7,0.11,lognormal,153.6,0.09,normal,156.0,13.6
-M.SF.1.hip.tnail.trs.8s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.7,0.13,normal,156.2,15.5,lognormal,168.5,0.1,lognormal,171.1,0.1
-M.SF.1.hip.tnail.trs.8s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,17.6,lognormal,164.0,0.11,lognormal,175.8,0.09,normal,179.4,15.8
-M.SF.1.hip.tnail.trs.8s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.14,normal,132.5,13.3,lognormal,140.9,0.1,lognormal,143.4,0.11
-M.SF.1.hip.tnail.trs.8s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,133.0,13.8,normal,137.0,13.4,lognormal,138.3,0.11
-M.SF.1.hip.tnail.trs.8s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,16.1,lognormal,145.0,0.11,normal,153.4,12.8,lognormal,155.8,0.09
-M.SF.1.hip.tnail.trs.8s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,16.6,normal,156.1,15.5,lognormal,168.2,0.1,normal,170.5,15.2
-M.SF.1.hip.tnail.trs.8s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.0,0.13,normal,158.9,15.2,lognormal,172.9,0.09,lognormal,185.6,0.12
-M.SF.1.hip.tnail.trs.8s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.4,0.14,normal,129.5,13.1,normal,140.2,12.4,normal,148.7,14.5
-M.SF.1.hip.tnail.trs.8s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,14.4,normal,129.3,13.0,lognormal,134.0,0.1,lognormal,136.5,0.1
-M.SF.1.hip.tnail.trs.8s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,15.1,lognormal,141.1,0.11,normal,152.8,13.5,normal,161.5,15.1
-M.SF.1.hip.tnail.trs.8s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.5,0.13,normal,152.9,15.1,lognormal,165.4,0.09,normal,175.8,17.3
-M.SF.1.hip.tnail.trs.8s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.2,0.14,normal,159.1,14.7,normal,173.9,15.1,lognormal,185.4,0.11
-M.SF.1.hip.tnail.trs.8s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,14.6,normal,129.7,13.0,normal,140.4,12.5,normal,149.5,14.7
-M.SF.1.hip.tnail.trs.8s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,14.8,normal,129.0,13.1,lognormal,133.9,0.1,normal,136.5,13.3
-M.SF.1.hip.tnail.trs.8s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,15.0,normal,141.1,14.5,normal,152.5,12.9,normal,161.4,14.7
-M.SF.1.hip.tnail.trs.8s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.0,0.13,normal,152.8,15.2,lognormal,166.0,0.1,normal,176.8,17.6
-M.SF.1.hip.tnail.trs.8s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.0,0.13,normal,158.9,15.2,lognormal,172.9,0.09,lognormal,185.6,0.12
-M.SF.1.hip.tnail.trs.8s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.4,0.14,normal,129.5,13.1,normal,140.2,12.4,normal,148.7,14.5
-M.SF.1.hip.tnail.trs.8s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,14.4,normal,129.3,13.0,lognormal,134.0,0.1,lognormal,136.5,0.1
-M.SF.1.hip.tnail.trs.8s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,15.1,lognormal,141.1,0.11,normal,152.8,13.5,normal,161.5,15.1
-M.SF.1.hip.tnail.trs.8s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.5,0.13,normal,152.9,15.1,lognormal,165.4,0.09,normal,175.8,17.3
-M.SF.1.hip.tnail.trs.8s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.2,0.14,normal,159.1,14.7,normal,173.9,15.1,lognormal,185.4,0.11
-M.SF.1.hip.tnail.trs.8s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,14.6,normal,129.7,13.0,normal,140.4,12.5,normal,149.5,14.7
-M.SF.1.hip.tnail.trs.8s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,14.8,normal,129.0,13.1,lognormal,133.9,0.1,normal,136.5,13.3
-M.SF.1.hip.tnail.trs.8s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,15.0,normal,141.1,14.5,normal,152.5,12.9,normal,161.4,14.7
-M.SF.1.hip.tnail.trs.8s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.0,0.13,normal,152.8,15.2,lognormal,166.0,0.1,normal,176.8,17.6
-M.SF.1.hip.tnail.trs.8s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.0,19.9,lognormal,181.5,0.14,normal,196.9,20.2,normal,201.4,16.9
-M.SF.1.hip.tnail.trs.8s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.1,normal,153.3,17.4,lognormal,164.7,0.12,lognormal,169.9,0.14
-M.SF.1.hip.tnail.trs.8s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,16.3,normal,148.9,19.8,normal,165.2,19.0,normal,173.8,19.3
-M.SF.1.hip.tnail.trs.8s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.15,lognormal,164.7,0.13,normal,175.8,18.5,normal,179.2,18.7
-M.SF.1.hip.tnail.trs.8s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.4,0.15,normal,174.6,20.5,lognormal,190.4,0.11,normal,196.0,20.7
-M.SF.1.hip.tnail.trs.8s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,19.1,lognormal,181.1,0.14,normal,197.3,20.7,normal,202.5,19.0
-M.SF.1.hip.tnail.trs.8s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,17.2,normal,153.3,17.9,lognormal,165.1,0.13,lognormal,170.3,0.15
-M.SF.1.hip.tnail.trs.8s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.16,normal,148.6,19.6,normal,164.9,18.3,normal,173.0,18.6
-M.SF.1.hip.tnail.trs.8s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.6,0.15,normal,165.0,20.0,lognormal,177.7,0.12,normal,180.9,19.8
-M.SF.1.hip.tnail.trs.8s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.1,0.15,normal,175.7,21.2,normal,188.3,18.1,lognormal,194.3,0.11
-M.SF.1.hip.tnail.trs.8s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.8,20.0,normal,179.8,20.8,normal,191.4,16.5,lognormal,197.7,0.1
-M.SF.1.hip.tnail.trs.8s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.3,normal,152.6,17.0,lognormal,163.5,0.11,lognormal,169.8,0.13
-M.SF.1.hip.tnail.trs.8s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,16.9,normal,147.5,18.4,normal,161.1,17.5,normal,166.6,17.3
-M.SF.1.hip.tnail.trs.8s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,18.2,normal,163.3,18.1,normal,175.9,18.3,normal,181.3,20.4
-M.SF.1.hip.tnail.trs.8s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.5,0.15,normal,174.3,19.3,normal,188.4,18.7,lognormal,194.0,0.11
-M.SF.1.hip.tnail.trs.8s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.7,0.15,normal,179.4,20.7,normal,193.6,18.6,normal,199.3,19.2
-M.SF.1.hip.tnail.trs.8s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.1,lognormal,152.2,0.12,lognormal,164.4,0.12,lognormal,170.8,0.13
-M.SF.1.hip.tnail.trs.8s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.8,0.15,normal,148.5,19.4,normal,160.8,16.6,lognormal,167.1,0.11
-M.SF.1.hip.tnail.trs.8s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.3,normal,163.1,18.0,normal,175.9,18.5,lognormal,182.7,0.13
-M.SF.1.hip.tnail.trs.8s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,19.2,lognormal,173.7,0.12,lognormal,187.9,0.11,normal,192.7,19.3
-M.SF.1.hip.tnail.trs.8s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.0,19.9,lognormal,181.5,0.14,normal,196.9,20.2,normal,201.4,16.9
-M.SF.1.hip.tnail.trs.8s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.1,normal,153.3,17.4,lognormal,164.7,0.12,lognormal,169.9,0.14
-M.SF.1.hip.tnail.trs.8s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,16.3,normal,148.9,19.8,normal,165.2,19.0,normal,173.8,19.3
-M.SF.1.hip.tnail.trs.8s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.15,lognormal,164.7,0.13,normal,175.8,18.5,normal,179.2,18.7
-M.SF.1.hip.tnail.trs.8s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.4,0.15,normal,174.6,20.5,lognormal,190.4,0.11,normal,196.0,20.7
-M.SF.1.hip.tnail.trs.8s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.3,19.1,lognormal,181.1,0.14,normal,197.3,20.7,normal,202.5,19.0
-M.SF.1.hip.tnail.trs.8s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,17.2,normal,153.3,17.9,lognormal,165.1,0.13,lognormal,170.3,0.15
-M.SF.1.hip.tnail.trs.8s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.16,normal,148.6,19.6,normal,164.9,18.3,normal,173.0,18.6
-M.SF.1.hip.tnail.trs.8s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.6,0.15,normal,165.0,20.0,lognormal,177.7,0.12,normal,180.9,19.8
-M.SF.1.hip.tnail.trs.8s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.1,0.15,normal,175.7,21.2,normal,188.3,18.1,lognormal,194.3,0.11
-M.SF.1.hip.tnail.trs.8s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.8,20.0,normal,179.8,20.8,normal,191.4,16.5,lognormal,197.7,0.1
-M.SF.1.hip.tnail.trs.8s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.3,normal,152.6,17.0,lognormal,163.5,0.11,lognormal,169.8,0.13
-M.SF.1.hip.tnail.trs.8s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,16.9,normal,147.5,18.4,normal,161.1,17.5,normal,166.6,17.3
-M.SF.1.hip.tnail.trs.8s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,18.2,normal,163.3,18.1,normal,175.9,18.3,normal,181.3,20.4
-M.SF.1.hip.tnail.trs.8s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.5,0.15,normal,174.3,19.3,normal,188.4,18.7,lognormal,194.0,0.11
-M.SF.1.hip.tnail.trs.8s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.7,0.15,normal,179.4,20.7,normal,193.6,18.6,normal,199.3,19.2
-M.SF.1.hip.tnail.trs.8s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.1,lognormal,152.2,0.12,lognormal,164.4,0.12,lognormal,170.8,0.13
-M.SF.1.hip.tnail.trs.8s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.8,0.15,normal,148.5,19.4,normal,160.8,16.6,lognormal,167.1,0.11
-M.SF.1.hip.tnail.trs.8s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.3,normal,163.1,18.0,normal,175.9,18.5,lognormal,182.7,0.13
-M.SF.1.hip.tnail.trs.8s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.1,19.2,lognormal,173.7,0.12,lognormal,187.9,0.11,normal,192.7,19.3
-M.SF.2.gab.strap.ows.st.0.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.8,normal,123.8,15.3,normal,140.2,14.7,normal,155.5,15.1
-M.SF.2.gab.strap.ows.st.0.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,13.3,lognormal,109.9,0.13,normal,122.0,11.9,lognormal,133.7,0.1
-M.SF.2.gab.strap.ows.st.0.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,13.0,normal,103.9,12.6,normal,114.5,11.0,lognormal,123.4,0.1
-M.SF.2.gab.strap.ows.st.0.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.15,normal,115.3,14.0,lognormal,129.8,0.11,lognormal,142.5,0.1
-M.SF.2.gab.strap.ows.st.0.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.9,0.15,lognormal,120.8,0.13,lognormal,136.3,0.11,normal,151.1,14.8
-M.SF.2.gab.strap.ows.st.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,15.1,lognormal,116.2,0.15,normal,131.9,15.0,lognormal,147.9,0.11
-M.SF.2.gab.strap.ows.st.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.2,0.14,lognormal,103.7,0.14,normal,115.8,12.3,lognormal,126.3,0.11
-M.SF.2.gab.strap.ows.st.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.0,0.15,lognormal,98.1,0.15,normal,109.4,11.8,normal,118.4,11.8
-M.SF.2.gab.strap.ows.st.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.2,0.14,lognormal,108.5,0.14,lognormal,122.6,0.12,lognormal,135.0,0.11
-M.SF.2.gab.strap.ows.st.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.2,0.14,lognormal,113.5,0.15,lognormal,129.0,0.12,normal,143.2,14.3
-M.SF.2.gab.strap.ows.st.1.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.6,0.15,lognormal,124.5,0.14,lognormal,142.9,0.12,lognormal,162.5,0.11
-M.SF.2.gab.strap.ows.st.1.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,13.7,lognormal,111.7,0.14,lognormal,128.4,0.12,lognormal,144.9,0.11
-M.SF.2.gab.strap.ows.st.1.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,13.0,lognormal,105.4,0.14,normal,121.0,13.8,lognormal,137.5,0.11
-M.SF.2.gab.strap.ows.st.1.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.8,0.15,lognormal,116.6,0.14,lognormal,134.1,0.12,lognormal,151.8,0.11
-M.SF.2.gab.strap.ows.st.1.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,14.5,lognormal,121.7,0.14,lognormal,139.9,0.12,normal,158.8,17.0
-M.SF.2.gab.strap.ows.st.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.5,0.15,lognormal,116.6,0.15,lognormal,133.9,0.13,lognormal,154.3,0.12
-M.SF.2.gab.strap.ows.st.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.5,0.15,lognormal,104.6,0.15,lognormal,120.0,0.13,lognormal,138.4,0.12
-M.SF.2.gab.strap.ows.st.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.5,0.15,lognormal,98.6,0.16,lognormal,113.3,0.14,lognormal,131.3,0.12
-M.SF.2.gab.strap.ows.st.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.1,0.15,lognormal,109.2,0.15,lognormal,125.2,0.13,lognormal,144.6,0.12
-M.SF.2.gab.strap.ows.st.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.8,0.15,lognormal,113.9,0.15,lognormal,130.6,0.13,lognormal,150.6,0.12
-M.SF.2.gab.strap.ows.su.0.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.5,normal,144.2,16.8,normal,157.4,17.5,normal,173.0,19.4
-M.SF.2.gab.strap.ows.su.0.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,14.1,normal,122.9,13.3,lognormal,131.4,0.11,lognormal,143.2,0.11
-M.SF.2.gab.strap.ows.su.0.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.5,normal,115.7,12.1,normal,121.2,12.0,lognormal,129.5,0.11
-M.SF.2.gab.strap.ows.su.0.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,14.7,lognormal,131.7,0.12,normal,141.1,14.6,normal,153.6,15.4
-M.SF.2.gab.strap.ows.su.0.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.9,normal,139.6,16.0,normal,151.3,16.4,lognormal,166.4,0.12
-M.SF.2.gab.strap.ows.su.0.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.5,normal,144.2,16.8,normal,157.4,17.5,normal,173.0,19.4
-M.SF.2.gab.strap.ows.su.0.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,14.1,normal,122.9,13.3,lognormal,131.4,0.11,lognormal,143.2,0.11
-M.SF.2.gab.strap.ows.su.0.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.5,normal,115.7,12.1,normal,121.2,12.0,lognormal,129.5,0.11
-M.SF.2.gab.strap.ows.su.0.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,14.7,lognormal,131.7,0.12,normal,141.1,14.6,normal,153.6,15.4
-M.SF.2.gab.strap.ows.su.0.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.9,normal,139.6,16.0,normal,151.3,16.4,lognormal,166.4,0.12
-M.SF.2.gab.strap.ows.su.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.9,0.13,lognormal,142.5,0.13,normal,151.9,16.2,normal,157.9,17.0
-M.SF.2.gab.strap.ows.su.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.1,14.1,normal,121.1,12.9,normal,126.6,13.4,lognormal,130.1,0.12
-M.SF.2.gab.strap.ows.su.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,12.1,normal,114.4,11.8,lognormal,118.8,0.11,normal,121.2,12.9
-M.SF.2.gab.strap.ows.su.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.5,0.13,lognormal,129.7,0.12,normal,136.4,14.5,lognormal,140.7,0.12
-M.SF.2.gab.strap.ows.su.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.5,0.13,lognormal,137.9,0.12,normal,146.4,15.7,lognormal,152.4,0.12
-M.SF.2.gab.strap.ows.su.1.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.4,0.15,normal,156.1,20.1,normal,181.4,20.5,lognormal,201.8,0.13
-M.SF.2.gab.strap.ows.su.1.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.6,normal,139.5,17.7,normal,157.6,16.7,lognormal,168.7,0.12
-M.SF.2.gab.strap.ows.su.1.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.9,normal,132.2,17.4,normal,149.6,16.4,normal,158.3,17.5
-M.SF.2.gab.strap.ows.su.1.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,16.5,normal,146.6,19.4,lognormal,168.2,0.12,normal,181.6,20.3
-M.SF.2.gab.strap.ows.su.1.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.4,0.15,normal,153.0,20.1,normal,176.3,19.4,lognormal,193.7,0.12
-M.SF.2.gab.strap.ows.su.1.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.4,0.15,normal,156.1,20.1,normal,181.4,20.5,lognormal,201.8,0.13
-M.SF.2.gab.strap.ows.su.1.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.6,normal,139.5,17.7,normal,157.6,16.7,lognormal,168.7,0.12
-M.SF.2.gab.strap.ows.su.1.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.9,normal,132.2,17.4,normal,149.6,16.4,normal,158.3,17.5
-M.SF.2.gab.strap.ows.su.1.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,16.5,normal,146.6,19.4,lognormal,168.2,0.12,normal,181.6,20.3
-M.SF.2.gab.strap.ows.su.1.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.4,0.15,normal,153.0,20.1,normal,176.3,19.4,lognormal,193.7,0.12
-M.SF.2.gab.strap.ows.su.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.9,0.14,lognormal,151.0,0.14,lognormal,170.0,0.12,lognormal,180.8,0.1
-M.SF.2.gab.strap.ows.su.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.5,0.14,lognormal,134.6,0.14,lognormal,149.2,0.11,normal,156.6,15.9
-M.SF.2.gab.strap.ows.su.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.5,0.14,lognormal,127.6,0.15,normal,142.0,14.8,normal,149.7,14.7
-M.SF.2.gab.strap.ows.su.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.9,0.14,lognormal,141.1,0.14,normal,156.8,16.2,normal,165.8,16.3
-M.SF.2.gab.strap.ows.su.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.7,0.14,lognormal,147.8,0.15,lognormal,165.7,0.12,normal,175.3,17.3
-M.SF.2.gab.strap.trs.6d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,14.9,normal,126.8,15.7,normal,143.8,14.3,lognormal,160.1,0.11
-M.SF.2.gab.strap.trs.6d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,13.2,normal,111.0,12.7,normal,123.5,11.5,lognormal,135.2,0.1
-M.SF.2.gab.strap.trs.6d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,91.5,0.15,normal,105.9,12.5,lognormal,116.6,0.1,lognormal,125.4,0.1
-M.SF.2.gab.strap.trs.6d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.15,normal,117.0,13.3,normal,131.4,12.5,lognormal,144.7,0.1
-M.SF.2.gab.strap.trs.6d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,14.6,normal,123.5,15.1,normal,139.5,13.5,normal,154.2,14.9
-M.SF.2.gab.strap.trs.6d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.2,lognormal,126.8,0.13,lognormal,144.1,0.11,normal,159.3,15.3
-M.SF.2.gab.strap.trs.6d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,13.3,normal,111.1,12.8,normal,123.2,11.3,lognormal,135.5,0.1
-M.SF.2.gab.strap.trs.6d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.8,12.9,normal,105.8,12.5,lognormal,116.7,0.1,lognormal,125.2,0.1
-M.SF.2.gab.strap.trs.6d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,14.1,normal,117.0,13.3,normal,131.5,12.5,lognormal,145.3,0.1
-M.SF.2.gab.strap.trs.6d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.6,lognormal,123.6,0.13,normal,139.3,13.6,normal,153.9,14.9
-M.SF.2.gab.strap.trs.6d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,15.3,normal,128.3,14.8,lognormal,145.1,0.11,normal,164.4,16.2
-M.SF.2.gab.strap.trs.6d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.5,0.15,normal,112.0,12.2,normal,123.1,11.3,lognormal,138.8,0.1
-M.SF.2.gab.strap.trs.6d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,13.2,normal,107.2,12.3,normal,116.0,10.6,lognormal,127.0,0.1
-M.SF.2.gab.strap.trs.6d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,14.0,normal,118.9,13.8,normal,131.8,12.5,normal,149.2,14.6
-M.SF.2.gab.strap.trs.6d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,14.5,lognormal,125.5,0.13,normal,139.6,13.5,normal,158.5,16.1
-M.SF.2.gab.strap.trs.6d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,15.2,lognormal,128.9,0.13,normal,144.7,14.4,normal,163.2,15.9
-M.SF.2.gab.strap.trs.6d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.5,0.15,normal,112.2,12.4,normal,122.9,11.3,lognormal,139.0,0.1
-M.SF.2.gab.strap.trs.6d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,12.8,normal,107.0,12.3,lognormal,116.1,0.1,lognormal,127.0,0.1
-M.SF.2.gab.strap.trs.6d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.1,13.9,normal,118.9,13.8,lognormal,131.5,0.1,normal,148.7,14.5
-M.SF.2.gab.strap.trs.6d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.4,normal,125.1,14.4,lognormal,140.2,0.11,normal,158.3,15.3
-M.SF.2.gab.strap.trs.6d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,14.3,normal,128.0,15.0,lognormal,143.4,0.11,lognormal,162.8,0.11
-M.SF.2.gab.strap.trs.6d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.0,0.14,normal,111.1,12.2,lognormal,122.4,0.1,normal,139.0,13.6
-M.SF.2.gab.strap.trs.6d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,normal,105.4,12.2,lognormal,115.1,0.1,normal,126.9,12.2
-M.SF.2.gab.strap.trs.6d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,12.9,normal,118.1,13.6,lognormal,130.7,0.1,lognormal,148.7,0.11
-M.SF.2.gab.strap.trs.6d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,13.8,normal,124.3,14.3,lognormal,138.4,0.1,lognormal,157.3,0.11
-M.SF.2.gab.strap.trs.6d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,14.2,normal,127.9,14.8,lognormal,143.3,0.11,normal,161.7,16.0
-M.SF.2.gab.strap.trs.6d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.0,0.14,normal,111.1,12.1,lognormal,122.5,0.1,lognormal,139.7,0.11
-M.SF.2.gab.strap.trs.6d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,normal,105.4,12.1,lognormal,115.0,0.1,normal,126.7,12.4
-M.SF.2.gab.strap.trs.6d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,12.8,normal,118.0,13.4,normal,130.1,11.9,lognormal,148.5,0.11
-M.SF.2.gab.strap.trs.6d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.1,14.1,normal,124.4,14.3,lognormal,138.3,0.1,lognormal,157.7,0.11
-M.SF.2.gab.strap.trs.6d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,14.9,normal,126.8,15.7,normal,143.8,14.3,lognormal,160.1,0.11
-M.SF.2.gab.strap.trs.6d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,13.2,normal,111.0,12.7,normal,123.5,11.5,lognormal,135.2,0.1
-M.SF.2.gab.strap.trs.6d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,91.5,0.15,normal,105.9,12.5,lognormal,116.6,0.1,lognormal,125.4,0.1
-M.SF.2.gab.strap.trs.6d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.15,normal,117.0,13.3,normal,131.4,12.5,lognormal,144.7,0.1
-M.SF.2.gab.strap.trs.6d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,14.6,normal,123.5,15.1,normal,139.5,13.5,normal,154.2,14.9
-M.SF.2.gab.strap.trs.6d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.2,lognormal,126.8,0.13,lognormal,144.1,0.11,normal,159.3,15.3
-M.SF.2.gab.strap.trs.6d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,13.3,normal,111.1,12.8,normal,123.2,11.3,lognormal,135.5,0.1
-M.SF.2.gab.strap.trs.6d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.8,12.9,normal,105.8,12.5,lognormal,116.7,0.1,lognormal,125.2,0.1
-M.SF.2.gab.strap.trs.6d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,14.1,normal,117.0,13.3,normal,131.5,12.5,lognormal,145.3,0.1
-M.SF.2.gab.strap.trs.6d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.6,lognormal,123.6,0.13,normal,139.3,13.6,normal,153.9,14.9
-M.SF.2.gab.strap.trs.6d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,15.3,normal,128.3,14.8,lognormal,145.1,0.11,normal,164.4,16.2
-M.SF.2.gab.strap.trs.6d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.5,0.15,normal,112.0,12.2,normal,123.1,11.3,lognormal,138.8,0.1
-M.SF.2.gab.strap.trs.6d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,13.2,normal,107.2,12.3,normal,116.0,10.6,lognormal,127.0,0.1
-M.SF.2.gab.strap.trs.6d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,14.0,normal,118.9,13.8,normal,131.8,12.5,normal,149.2,14.6
-M.SF.2.gab.strap.trs.6d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,14.5,lognormal,125.5,0.13,normal,139.6,13.5,normal,158.5,16.1
-M.SF.2.gab.strap.trs.6d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,15.2,lognormal,128.9,0.13,normal,144.7,14.4,normal,163.2,15.9
-M.SF.2.gab.strap.trs.6d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.5,0.15,normal,112.2,12.4,normal,122.9,11.3,lognormal,139.0,0.1
-M.SF.2.gab.strap.trs.6d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,12.8,normal,107.0,12.3,lognormal,116.1,0.1,lognormal,127.0,0.1
-M.SF.2.gab.strap.trs.6d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.1,13.9,normal,118.9,13.8,lognormal,131.5,0.1,normal,148.7,14.5
-M.SF.2.gab.strap.trs.6d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.4,normal,125.1,14.4,lognormal,140.2,0.11,normal,158.3,15.3
-M.SF.2.gab.strap.trs.6d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,14.3,normal,128.0,15.0,lognormal,143.4,0.11,lognormal,162.8,0.11
-M.SF.2.gab.strap.trs.6d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.0,0.14,normal,111.1,12.2,lognormal,122.4,0.1,normal,139.0,13.6
-M.SF.2.gab.strap.trs.6d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,normal,105.4,12.2,lognormal,115.1,0.1,normal,126.9,12.2
-M.SF.2.gab.strap.trs.6d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,12.9,normal,118.1,13.6,lognormal,130.7,0.1,lognormal,148.7,0.11
-M.SF.2.gab.strap.trs.6d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,13.8,normal,124.3,14.3,lognormal,138.4,0.1,lognormal,157.3,0.11
-M.SF.2.gab.strap.trs.6d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,14.2,normal,127.9,14.8,lognormal,143.3,0.11,normal,161.7,16.0
-M.SF.2.gab.strap.trs.6d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.0,0.14,normal,111.1,12.1,lognormal,122.5,0.1,lognormal,139.7,0.11
-M.SF.2.gab.strap.trs.6d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,normal,105.4,12.1,lognormal,115.0,0.1,normal,126.7,12.4
-M.SF.2.gab.strap.trs.6d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,12.8,normal,118.0,13.4,normal,130.1,11.9,lognormal,148.5,0.11
-M.SF.2.gab.strap.trs.6d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.1,14.1,normal,124.4,14.3,lognormal,138.3,0.1,lognormal,157.7,0.11
-M.SF.2.gab.strap.trs.6d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.0,0.15,lognormal,127.9,0.14,lognormal,150.7,0.12,lognormal,171.7,0.11
-M.SF.2.gab.strap.trs.6d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,13.9,lognormal,114.8,0.14,normal,134.3,14.6,normal,149.7,14.6
-M.SF.2.gab.strap.trs.6d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.1,13.1,lognormal,108.6,0.14,lognormal,127.8,0.12,lognormal,146.2,0.12
-M.SF.2.gab.strap.trs.6d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,14.3,lognormal,120.1,0.14,lognormal,141.0,0.12,normal,158.5,15.4
-M.SF.2.gab.strap.trs.6d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.7,lognormal,125.5,0.14,lognormal,147.3,0.12,lognormal,166.7,0.11
-M.SF.2.gab.strap.trs.6d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.3,lognormal,128.3,0.14,lognormal,150.9,0.12,normal,170.6,16.7
-M.SF.2.gab.strap.trs.6d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,13.9,lognormal,114.9,0.14,normal,134.5,14.6,lognormal,150.2,0.11
-M.SF.2.gab.strap.trs.6d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.1,13.1,lognormal,108.3,0.14,lognormal,128.2,0.13,normal,145.0,15.2
-M.SF.2.gab.strap.trs.6d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.2,0.16,normal,119.8,15.1,lognormal,141.0,0.12,lognormal,159.3,0.11
-M.SF.2.gab.strap.trs.6d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,14.6,normal,124.8,15.6,lognormal,148.0,0.12,normal,166.2,16.0
-M.SF.2.gab.strap.trs.6d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,15.2,normal,130.5,16.4,lognormal,152.6,0.12,lognormal,173.8,0.11
-M.SF.2.gab.strap.trs.6d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.6,0.16,normal,116.7,14.4,normal,135.7,14.5,normal,154.2,15.5
-M.SF.2.gab.strap.trs.6d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.8,0.15,normal,110.4,14.5,lognormal,129.1,0.12,normal,147.5,15.8
-M.SF.2.gab.strap.trs.6d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,14.2,lognormal,122.6,0.14,lognormal,142.8,0.12,normal,161.4,15.3
-M.SF.2.gab.strap.trs.6d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.6,0.16,normal,127.6,16.2,lognormal,148.8,0.12,normal,169.3,16.9
-M.SF.2.gab.strap.trs.6d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.0,0.15,lognormal,131.0,0.14,lognormal,155.9,0.12,lognormal,177.9,0.1
-M.SF.2.gab.strap.trs.6d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.8,0.16,lognormal,117.4,0.14,lognormal,136.3,0.12,normal,154.0,15.0
-M.SF.2.gab.strap.trs.6d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.5,0.15,lognormal,110.6,0.14,normal,128.8,14.3,lognormal,147.8,0.12
-M.SF.2.gab.strap.trs.6d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.9,0.15,lognormal,122.4,0.14,normal,141.7,14.9,normal,162.8,16.5
-M.SF.2.gab.strap.trs.6d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,14.9,normal,128.2,16.6,normal,151.6,15.9,lognormal,174.0,0.1
-M.SF.2.gab.strap.trs.6d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.0,0.15,lognormal,127.9,0.14,lognormal,150.7,0.12,lognormal,171.7,0.11
-M.SF.2.gab.strap.trs.6d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,13.9,lognormal,114.8,0.14,normal,134.3,14.6,normal,149.7,14.6
-M.SF.2.gab.strap.trs.6d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.1,13.1,lognormal,108.6,0.14,lognormal,127.8,0.12,lognormal,146.2,0.12
-M.SF.2.gab.strap.trs.6d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,14.3,lognormal,120.1,0.14,lognormal,141.0,0.12,normal,158.5,15.4
-M.SF.2.gab.strap.trs.6d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.7,lognormal,125.5,0.14,lognormal,147.3,0.12,lognormal,166.7,0.11
-M.SF.2.gab.strap.trs.6d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.3,lognormal,128.3,0.14,lognormal,150.9,0.12,normal,170.6,16.7
-M.SF.2.gab.strap.trs.6d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,13.9,lognormal,114.9,0.14,normal,134.5,14.6,lognormal,150.2,0.11
-M.SF.2.gab.strap.trs.6d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.1,13.1,lognormal,108.3,0.14,lognormal,128.2,0.13,normal,145.0,15.2
-M.SF.2.gab.strap.trs.6d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.2,0.16,normal,119.8,15.1,lognormal,141.0,0.12,lognormal,159.3,0.11
-M.SF.2.gab.strap.trs.6d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,14.6,normal,124.8,15.6,lognormal,148.0,0.12,normal,166.2,16.0
-M.SF.2.gab.strap.trs.6d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,15.2,normal,130.5,16.4,lognormal,152.6,0.12,lognormal,173.8,0.11
-M.SF.2.gab.strap.trs.6d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.6,0.16,normal,116.7,14.4,normal,135.7,14.5,normal,154.2,15.5
-M.SF.2.gab.strap.trs.6d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.8,0.15,normal,110.4,14.5,lognormal,129.1,0.12,normal,147.5,15.8
-M.SF.2.gab.strap.trs.6d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,14.2,lognormal,122.6,0.14,lognormal,142.8,0.12,normal,161.4,15.3
-M.SF.2.gab.strap.trs.6d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.6,0.16,normal,127.6,16.2,lognormal,148.8,0.12,normal,169.3,16.9
-M.SF.2.gab.strap.trs.6d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.0,0.15,lognormal,131.0,0.14,lognormal,155.9,0.12,lognormal,177.9,0.1
-M.SF.2.gab.strap.trs.6d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.8,0.16,lognormal,117.4,0.14,lognormal,136.3,0.12,normal,154.0,15.0
-M.SF.2.gab.strap.trs.6d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.5,0.15,lognormal,110.6,0.14,normal,128.8,14.3,lognormal,147.8,0.12
-M.SF.2.gab.strap.trs.6d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.9,0.15,lognormal,122.4,0.14,normal,141.7,14.9,normal,162.8,16.5
-M.SF.2.gab.strap.trs.6d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,14.9,normal,128.2,16.6,normal,151.6,15.9,lognormal,174.0,0.1
-M.SF.2.gab.strap.trs.6s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,15.5,lognormal,141.6,0.12,lognormal,153.9,0.12,normal,169.6,18.7
-M.SF.2.gab.strap.trs.6s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.6,lognormal,119.9,0.11,normal,127.7,12.2,normal,139.8,13.5
-M.SF.2.gab.strap.trs.6s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,13.6,normal,115.0,12.1,normal,120.4,11.8,lognormal,128.5,0.11
-M.SF.2.gab.strap.trs.6s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,14.5,normal,128.1,13.7,normal,137.1,12.9,normal,152.1,15.6
-M.SF.2.gab.strap.trs.6s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,15.1,lognormal,136.7,0.12,normal,148.1,15.6,normal,162.8,16.6
-M.SF.2.gab.strap.trs.6s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,16.2,normal,140.9,15.2,normal,153.7,16.7,normal,169.7,18.3
-M.SF.2.gab.strap.trs.6s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.7,lognormal,119.8,0.11,normal,127.2,11.7,normal,140.0,13.9
-M.SF.2.gab.strap.trs.6s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,13.7,normal,115.1,12.0,lognormal,120.6,0.11,lognormal,128.7,0.11
-M.SF.2.gab.strap.trs.6s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,15.1,normal,128.4,13.4,normal,137.7,13.5,lognormal,151.3,0.11
-M.SF.2.gab.strap.trs.6s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,15.7,normal,136.0,14.2,normal,147.5,15.4,normal,162.8,16.9
-M.SF.2.gab.strap.trs.6s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.1,normal,140.5,14.9,lognormal,151.3,0.12,normal,173.8,19.4
-M.SF.2.gab.strap.trs.6s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.4,lognormal,120.2,0.12,normal,125.7,11.6,lognormal,144.6,0.11
-M.SF.2.gab.strap.trs.6s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.3,normal,115.4,11.8,lognormal,119.7,0.11,lognormal,130.8,0.11
-M.SF.2.gab.strap.trs.6s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,14.1,normal,128.2,13.5,normal,135.6,13.4,lognormal,157.2,0.12
-M.SF.2.gab.strap.trs.6s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,15.1,normal,135.8,14.5,normal,145.0,15.5,normal,167.4,18.9
-M.SF.2.gab.strap.trs.6s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.1,normal,141.1,15.0,lognormal,151.7,0.12,normal,174.8,20.4
-M.SF.2.gab.strap.trs.6s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.7,normal,119.8,12.7,normal,126.0,12.1,lognormal,143.8,0.11
-M.SF.2.gab.strap.trs.6s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.5,normal,115.1,11.7,lognormal,119.5,0.11,lognormal,130.7,0.11
-M.SF.2.gab.strap.trs.6s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,14.3,normal,128.0,13.6,normal,135.2,13.3,normal,156.3,16.9
-M.SF.2.gab.strap.trs.6s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.14,normal,136.1,14.4,lognormal,146.1,0.12,normal,168.4,19.1
-M.SF.2.gab.strap.trs.6s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.1,normal,140.5,14.9,lognormal,151.3,0.12,normal,173.8,19.4
-M.SF.2.gab.strap.trs.6s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.4,lognormal,120.2,0.12,normal,125.7,11.6,lognormal,144.6,0.11
-M.SF.2.gab.strap.trs.6s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.3,normal,115.4,11.8,lognormal,119.7,0.11,lognormal,130.8,0.11
-M.SF.2.gab.strap.trs.6s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,14.1,normal,128.2,13.5,normal,135.6,13.4,lognormal,157.2,0.12
-M.SF.2.gab.strap.trs.6s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,15.1,normal,135.8,14.5,normal,145.0,15.5,normal,167.4,18.9
-M.SF.2.gab.strap.trs.6s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.1,normal,141.1,15.0,lognormal,151.7,0.12,normal,174.8,20.4
-M.SF.2.gab.strap.trs.6s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.7,normal,119.8,12.7,normal,126.0,12.1,lognormal,143.8,0.11
-M.SF.2.gab.strap.trs.6s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.5,normal,115.1,11.7,lognormal,119.5,0.11,lognormal,130.7,0.11
-M.SF.2.gab.strap.trs.6s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,14.3,normal,128.0,13.6,normal,135.2,13.3,normal,156.3,16.9
-M.SF.2.gab.strap.trs.6s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.14,normal,136.1,14.4,lognormal,146.1,0.12,normal,168.4,19.1
-M.SF.2.gab.strap.trs.6s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,15.5,lognormal,141.6,0.12,lognormal,153.9,0.12,normal,169.6,18.7
-M.SF.2.gab.strap.trs.6s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.6,lognormal,119.9,0.11,normal,127.7,12.2,normal,139.8,13.5
-M.SF.2.gab.strap.trs.6s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,13.6,normal,115.0,12.1,normal,120.4,11.8,lognormal,128.5,0.11
-M.SF.2.gab.strap.trs.6s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,14.5,normal,128.1,13.7,normal,137.1,12.9,normal,152.1,15.6
-M.SF.2.gab.strap.trs.6s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,15.1,lognormal,136.7,0.12,normal,148.1,15.6,normal,162.8,16.6
-M.SF.2.gab.strap.trs.6s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,16.2,normal,140.9,15.2,normal,153.7,16.7,normal,169.7,18.3
-M.SF.2.gab.strap.trs.6s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.7,lognormal,119.8,0.11,normal,127.2,11.7,normal,140.0,13.9
-M.SF.2.gab.strap.trs.6s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,13.7,normal,115.1,12.0,lognormal,120.6,0.11,lognormal,128.7,0.11
-M.SF.2.gab.strap.trs.6s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,15.1,normal,128.4,13.4,normal,137.7,13.5,lognormal,151.3,0.11
-M.SF.2.gab.strap.trs.6s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,15.7,normal,136.0,14.2,normal,147.5,15.4,normal,162.8,16.9
-M.SF.2.gab.strap.trs.6s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.1,normal,140.5,14.9,lognormal,151.3,0.12,normal,173.8,19.4
-M.SF.2.gab.strap.trs.6s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.4,lognormal,120.2,0.12,normal,125.7,11.6,lognormal,144.6,0.11
-M.SF.2.gab.strap.trs.6s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.3,normal,115.4,11.8,lognormal,119.7,0.11,lognormal,130.8,0.11
-M.SF.2.gab.strap.trs.6s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,14.1,normal,128.2,13.5,normal,135.6,13.4,lognormal,157.2,0.12
-M.SF.2.gab.strap.trs.6s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,15.1,normal,135.8,14.5,normal,145.0,15.5,normal,167.4,18.9
-M.SF.2.gab.strap.trs.6s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.1,normal,141.1,15.0,lognormal,151.7,0.12,normal,174.8,20.4
-M.SF.2.gab.strap.trs.6s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.7,normal,119.8,12.7,normal,126.0,12.1,lognormal,143.8,0.11
-M.SF.2.gab.strap.trs.6s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.5,normal,115.1,11.7,lognormal,119.5,0.11,lognormal,130.7,0.11
-M.SF.2.gab.strap.trs.6s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,14.3,normal,128.0,13.6,normal,135.2,13.3,normal,156.3,16.9
-M.SF.2.gab.strap.trs.6s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.14,normal,136.1,14.4,lognormal,146.1,0.12,normal,168.4,19.1
-M.SF.2.gab.strap.trs.6s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.1,normal,140.5,14.9,lognormal,151.3,0.12,normal,173.8,19.4
-M.SF.2.gab.strap.trs.6s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.4,lognormal,120.2,0.12,normal,125.7,11.6,lognormal,144.6,0.11
-M.SF.2.gab.strap.trs.6s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.3,normal,115.4,11.8,lognormal,119.7,0.11,lognormal,130.8,0.11
-M.SF.2.gab.strap.trs.6s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,14.1,normal,128.2,13.5,normal,135.6,13.4,lognormal,157.2,0.12
-M.SF.2.gab.strap.trs.6s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,15.1,normal,135.8,14.5,normal,145.0,15.5,normal,167.4,18.9
-M.SF.2.gab.strap.trs.6s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.1,normal,141.1,15.0,lognormal,151.7,0.12,normal,174.8,20.4
-M.SF.2.gab.strap.trs.6s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.7,normal,119.8,12.7,normal,126.0,12.1,lognormal,143.8,0.11
-M.SF.2.gab.strap.trs.6s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.5,normal,115.1,11.7,lognormal,119.5,0.11,lognormal,130.7,0.11
-M.SF.2.gab.strap.trs.6s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,14.3,normal,128.0,13.6,normal,135.2,13.3,normal,156.3,16.9
-M.SF.2.gab.strap.trs.6s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.14,normal,136.1,14.4,lognormal,146.1,0.12,normal,168.4,19.1
-M.SF.2.gab.strap.trs.6s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,17.3,normal,156.1,19.8,normal,180.7,19.7,normal,198.9,19.9
-M.SF.2.gab.strap.trs.6s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.7,normal,137.6,17.0,normal,156.4,16.9,lognormal,167.8,0.12
-M.SF.2.gab.strap.trs.6s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.5,0.16,normal,132.4,17.8,normal,152.8,17.3,lognormal,165.1,0.12
-M.SF.2.gab.strap.trs.6s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.4,0.16,normal,145.7,19.1,normal,165.2,16.8,lognormal,178.9,0.12
-M.SF.2.gab.strap.trs.6s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.4,0.15,lognormal,152.7,0.15,normal,175.7,18.4,lognormal,190.4,0.11
-M.SF.2.gab.strap.trs.6s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.4,normal,155.5,19.7,normal,181.4,20.5,normal,197.1,20.0
-M.SF.2.gab.strap.trs.6s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.7,normal,138.2,17.6,normal,155.5,15.9,lognormal,165.9,0.12
-M.SF.2.gab.strap.trs.6s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,15.1,normal,131.5,17.1,normal,153.2,18.1,normal,165.3,18.0
-M.SF.2.gab.strap.trs.6s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.15,normal,145.1,18.2,normal,165.4,17.7,lognormal,178.6,0.12
-M.SF.2.gab.strap.trs.6s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.9,normal,152.7,20.0,normal,175.6,19.2,lognormal,191.2,0.12
-M.SF.2.gab.strap.trs.6s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.4,0.16,normal,157.9,20.9,normal,181.5,19.4,normal,203.3,19.7
-M.SF.2.gab.strap.trs.6s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.9,0.15,normal,139.2,17.9,normal,156.7,16.9,normal,172.0,18.0
-M.SF.2.gab.strap.trs.6s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.5,0.16,normal,133.7,18.1,normal,153.8,17.5,normal,164.7,16.0
-M.SF.2.gab.strap.trs.6s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.9,0.15,normal,146.7,18.6,normal,166.7,17.8,lognormal,185.8,0.12
-M.SF.2.gab.strap.trs.6s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,17.2,normal,153.6,20.0,normal,176.2,18.0,normal,199.5,21.6
-M.SF.2.gab.strap.trs.6s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.6,0.16,normal,157.9,20.9,normal,181.6,19.3,normal,207.0,23.4
-M.SF.2.gab.strap.trs.6s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,16.1,normal,139.1,17.3,normal,155.7,16.2,lognormal,172.7,0.12
-M.SF.2.gab.strap.trs.6s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,15.2,lognormal,133.8,0.15,normal,153.2,17.3,normal,165.0,16.4
-M.SF.2.gab.strap.trs.6s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,16.7,normal,146.8,19.2,lognormal,167.7,0.12,lognormal,185.7,0.12
-M.SF.2.gab.strap.trs.6s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,17.3,normal,153.6,19.3,normal,176.1,17.9,lognormal,197.1,0.11
-M.SF.2.gab.strap.trs.6s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,17.3,normal,156.1,19.8,normal,180.7,19.7,normal,198.9,19.9
-M.SF.2.gab.strap.trs.6s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.7,normal,137.6,17.0,normal,156.4,16.9,lognormal,167.8,0.12
-M.SF.2.gab.strap.trs.6s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.5,0.16,normal,132.4,17.8,normal,152.8,17.3,lognormal,165.1,0.12
-M.SF.2.gab.strap.trs.6s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.4,0.16,normal,145.7,19.1,normal,165.2,16.8,lognormal,178.9,0.12
-M.SF.2.gab.strap.trs.6s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.4,0.15,lognormal,152.7,0.15,normal,175.7,18.4,lognormal,190.4,0.11
-M.SF.2.gab.strap.trs.6s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.4,normal,155.5,19.7,normal,181.4,20.5,normal,197.1,20.0
-M.SF.2.gab.strap.trs.6s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.7,normal,138.2,17.6,normal,155.5,15.9,lognormal,165.9,0.12
-M.SF.2.gab.strap.trs.6s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,15.1,normal,131.5,17.1,normal,153.2,18.1,normal,165.3,18.0
-M.SF.2.gab.strap.trs.6s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.15,normal,145.1,18.2,normal,165.4,17.7,lognormal,178.6,0.12
-M.SF.2.gab.strap.trs.6s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.9,normal,152.7,20.0,normal,175.6,19.2,lognormal,191.2,0.12
-M.SF.2.gab.strap.trs.6s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.4,0.16,normal,157.9,20.9,normal,181.5,19.4,normal,203.3,19.7
-M.SF.2.gab.strap.trs.6s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.9,0.15,normal,139.2,17.9,normal,156.7,16.9,normal,172.0,18.0
-M.SF.2.gab.strap.trs.6s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.5,0.16,normal,133.7,18.1,normal,153.8,17.5,normal,164.7,16.0
-M.SF.2.gab.strap.trs.6s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.9,0.15,normal,146.7,18.6,normal,166.7,17.8,lognormal,185.8,0.12
-M.SF.2.gab.strap.trs.6s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,17.2,normal,153.6,20.0,normal,176.2,18.0,normal,199.5,21.6
-M.SF.2.gab.strap.trs.6s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.6,0.16,normal,157.9,20.9,normal,181.6,19.3,normal,207.0,23.4
-M.SF.2.gab.strap.trs.6s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,16.1,normal,139.1,17.3,normal,155.7,16.2,lognormal,172.7,0.12
-M.SF.2.gab.strap.trs.6s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,15.2,lognormal,133.8,0.15,normal,153.2,17.3,normal,165.0,16.4
-M.SF.2.gab.strap.trs.6s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,16.7,normal,146.8,19.2,lognormal,167.7,0.12,lognormal,185.7,0.12
-M.SF.2.gab.strap.trs.6s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,17.3,normal,153.6,19.3,normal,176.1,17.9,lognormal,197.1,0.11
-M.SF.2.gab.strap.trs.8d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,normal,132.3,16.0,lognormal,149.7,0.12,normal,170.2,18.6
-M.SF.2.gab.strap.trs.8d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.0,0.15,normal,114.8,13.0,normal,125.9,11.7,lognormal,140.5,0.11
-M.SF.2.gab.strap.trs.8d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,91.9,0.15,normal,109.9,13.0,normal,118.9,11.6,normal,128.0,12.7
-M.SF.2.gab.strap.trs.8d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,14.2,normal,122.4,14.6,normal,134.9,13.0,normal,151.6,15.0
-M.SF.2.gab.strap.trs.8d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.7,normal,128.6,15.6,lognormal,143.8,0.11,normal,162.7,17.1
-M.SF.2.gab.strap.trs.8d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,15.3,normal,132.9,16.8,normal,148.8,15.9,normal,169.2,18.1
-M.SF.2.gab.strap.trs.8d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.1,0.15,normal,115.0,13.2,normal,126.0,11.7,normal,140.2,14.2
-M.SF.2.gab.strap.trs.8d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.2,13.1,normal,109.8,13.0,normal,119.0,11.8,normal,128.3,12.8
-M.SF.2.gab.strap.trs.8d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.15,normal,122.0,14.9,normal,134.7,13.0,lognormal,152.2,0.12
-M.SF.2.gab.strap.trs.8d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.7,normal,128.7,15.6,lognormal,144.7,0.12,normal,162.2,16.2
-M.SF.2.gab.strap.trs.8d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,15.1,normal,132.9,15.9,lognormal,148.8,0.12,normal,175.1,21.0
-M.SF.2.gab.strap.trs.8d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.8,0.15,normal,115.2,13.1,normal,124.9,11.8,lognormal,144.6,0.11
-M.SF.2.gab.strap.trs.8d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,13.1,normal,110.2,12.8,lognormal,118.8,0.11,lognormal,131.3,0.11
-M.SF.2.gab.strap.trs.8d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,14.4,normal,122.5,14.2,normal,134.0,13.1,lognormal,156.8,0.12
-M.SF.2.gab.strap.trs.8d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.8,normal,129.0,15.3,normal,142.9,15.2,normal,167.9,17.7
-M.SF.2.gab.strap.trs.8d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,15.4,normal,132.6,16.2,lognormal,148.3,0.12,normal,174.9,20.1
-M.SF.2.gab.strap.trs.8d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,13.1,normal,115.1,12.9,normal,124.5,11.4,lognormal,145.0,0.12
-M.SF.2.gab.strap.trs.8d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,13.1,normal,110.5,12.9,lognormal,118.8,0.11,lognormal,131.4,0.11
-M.SF.2.gab.strap.trs.8d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,14.2,lognormal,122.8,0.13,normal,134.1,13.4,normal,156.1,16.4
-M.SF.2.gab.strap.trs.8d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,14.8,normal,129.3,15.7,lognormal,143.0,0.11,normal,167.9,19.4
-M.SF.2.gab.strap.trs.8d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,14.4,normal,133.4,16.7,normal,149.0,16.1,normal,179.2,19.3
-M.SF.2.gab.strap.trs.8d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.2,0.14,normal,114.9,12.9,normal,125.3,11.8,normal,147.1,15.2
-M.SF.2.gab.strap.trs.8d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,normal,110.5,12.9,lognormal,119.3,0.11,lognormal,134.1,0.12
-M.SF.2.gab.strap.trs.8d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.0,0.14,normal,122.7,14.3,normal,134.9,13.4,normal,159.2,17.0
-M.SF.2.gab.strap.trs.8d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,13.8,normal,129.2,15.3,normal,144.0,15.2,normal,171.6,18.5
-M.SF.2.gab.strap.trs.8d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,14.5,normal,133.1,16.1,lognormal,149.4,0.12,normal,178.6,19.7
-M.SF.2.gab.strap.trs.8d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,12.3,normal,115.1,13.1,normal,125.4,11.8,normal,146.8,15.1
-M.SF.2.gab.strap.trs.8d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.5,0.14,normal,110.5,13.0,lognormal,119.2,0.11,lognormal,135.3,0.13
-M.SF.2.gab.strap.trs.8d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.6,0.14,normal,122.3,14.4,normal,134.5,13.5,normal,158.2,15.6
-M.SF.2.gab.strap.trs.8d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,13.6,normal,129.2,15.1,lognormal,144.2,0.12,normal,171.3,17.5
-M.SF.2.gab.strap.trs.8d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,normal,132.3,16.0,lognormal,149.7,0.12,normal,170.2,18.6
-M.SF.2.gab.strap.trs.8d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.0,0.15,normal,114.8,13.0,normal,125.9,11.7,lognormal,140.5,0.11
-M.SF.2.gab.strap.trs.8d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,91.9,0.15,normal,109.9,13.0,normal,118.9,11.6,normal,128.0,12.7
-M.SF.2.gab.strap.trs.8d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,14.2,normal,122.4,14.6,normal,134.9,13.0,normal,151.6,15.0
-M.SF.2.gab.strap.trs.8d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.7,normal,128.6,15.6,lognormal,143.8,0.11,normal,162.7,17.1
-M.SF.2.gab.strap.trs.8d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,15.3,normal,132.9,16.8,normal,148.8,15.9,normal,169.2,18.1
-M.SF.2.gab.strap.trs.8d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.1,0.15,normal,115.0,13.2,normal,126.0,11.7,normal,140.2,14.2
-M.SF.2.gab.strap.trs.8d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.2,13.1,normal,109.8,13.0,normal,119.0,11.8,normal,128.3,12.8
-M.SF.2.gab.strap.trs.8d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.15,normal,122.0,14.9,normal,134.7,13.0,lognormal,152.2,0.12
-M.SF.2.gab.strap.trs.8d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.7,normal,128.7,15.6,lognormal,144.7,0.12,normal,162.2,16.2
-M.SF.2.gab.strap.trs.8d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,15.1,normal,132.9,15.9,lognormal,148.8,0.12,normal,175.1,21.0
-M.SF.2.gab.strap.trs.8d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.8,0.15,normal,115.2,13.1,normal,124.9,11.8,lognormal,144.6,0.11
-M.SF.2.gab.strap.trs.8d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,13.1,normal,110.2,12.8,lognormal,118.8,0.11,lognormal,131.3,0.11
-M.SF.2.gab.strap.trs.8d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,14.4,normal,122.5,14.2,normal,134.0,13.1,lognormal,156.8,0.12
-M.SF.2.gab.strap.trs.8d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.8,normal,129.0,15.3,normal,142.9,15.2,normal,167.9,17.7
-M.SF.2.gab.strap.trs.8d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,15.4,normal,132.6,16.2,lognormal,148.3,0.12,normal,174.9,20.1
-M.SF.2.gab.strap.trs.8d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,13.1,normal,115.1,12.9,normal,124.5,11.4,lognormal,145.0,0.12
-M.SF.2.gab.strap.trs.8d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,13.1,normal,110.5,12.9,lognormal,118.8,0.11,lognormal,131.4,0.11
-M.SF.2.gab.strap.trs.8d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,14.2,lognormal,122.8,0.13,normal,134.1,13.4,normal,156.1,16.4
-M.SF.2.gab.strap.trs.8d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,14.8,normal,129.3,15.7,lognormal,143.0,0.11,normal,167.9,19.4
-M.SF.2.gab.strap.trs.8d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,14.4,normal,133.4,16.7,normal,149.0,16.1,normal,179.2,19.3
-M.SF.2.gab.strap.trs.8d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.2,0.14,normal,114.9,12.9,normal,125.3,11.8,normal,147.1,15.2
-M.SF.2.gab.strap.trs.8d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,normal,110.5,12.9,lognormal,119.3,0.11,lognormal,134.1,0.12
-M.SF.2.gab.strap.trs.8d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.0,0.14,normal,122.7,14.3,normal,134.9,13.4,normal,159.2,17.0
-M.SF.2.gab.strap.trs.8d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,13.8,normal,129.2,15.3,normal,144.0,15.2,normal,171.6,18.5
-M.SF.2.gab.strap.trs.8d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,14.5,normal,133.1,16.1,lognormal,149.4,0.12,normal,178.6,19.7
-M.SF.2.gab.strap.trs.8d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,12.3,normal,115.1,13.1,normal,125.4,11.8,normal,146.8,15.1
-M.SF.2.gab.strap.trs.8d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.5,0.14,normal,110.5,13.0,lognormal,119.2,0.11,lognormal,135.3,0.13
-M.SF.2.gab.strap.trs.8d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.6,0.14,normal,122.3,14.4,normal,134.5,13.5,normal,158.2,15.6
-M.SF.2.gab.strap.trs.8d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,13.6,normal,129.2,15.1,lognormal,144.2,0.12,normal,171.3,17.5
-M.SF.2.gab.strap.trs.8d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,15.5,normal,136.7,18.9,normal,164.1,20.5,lognormal,198.9,0.11
-M.SF.2.gab.strap.trs.8d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.1,0.16,normal,122.4,16.5,normal,144.8,17.4,lognormal,167.7,0.13
-M.SF.2.gab.strap.trs.8d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,13.3,normal,115.7,16.3,normal,139.5,18.2,normal,164.3,16.7
-M.SF.2.gab.strap.trs.8d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.5,0.16,normal,128.2,17.8,normal,153.4,19.2,lognormal,179.5,0.12
-M.SF.2.gab.strap.trs.8d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.7,normal,134.2,18.6,normal,160.4,20.4,normal,191.0,20.3
-M.SF.2.gab.strap.trs.8d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,15.5,normal,136.4,18.5,normal,164.3,21.1,lognormal,197.8,0.11
-M.SF.2.gab.strap.trs.8d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,13.9,normal,122.6,17.4,normal,145.3,18.0,lognormal,167.0,0.12
-M.SF.2.gab.strap.trs.8d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,13.5,normal,115.3,16.0,normal,139.0,17.6,normal,164.8,17.5
-M.SF.2.gab.strap.trs.8d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.5,0.16,normal,127.5,17.1,normal,152.8,18.9,normal,177.0,16.8
-M.SF.2.gab.strap.trs.8d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.2,0.16,lognormal,133.6,0.15,normal,160.6,20.5,lognormal,189.4,0.11
-M.SF.2.gab.strap.trs.8d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,15.4,lognormal,137.7,0.15,normal,165.8,21.0,normal,205.0,21.5
-M.SF.2.gab.strap.trs.8d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.8,14.0,lognormal,123.5,0.15,normal,145.4,16.9,lognormal,171.5,0.11
-M.SF.2.gab.strap.trs.8d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,13.6,normal,116.4,16.2,normal,140.0,18.1,normal,165.0,16.0
-M.SF.2.gab.strap.trs.8d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,14.6,normal,129.3,17.8,normal,154.2,19.1,normal,185.6,19.7
-M.SF.2.gab.strap.trs.8d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,14.7,lognormal,134.6,0.15,normal,162.3,21.3,normal,198.4,20.7
-M.SF.2.gab.strap.trs.8d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,15.5,normal,137.6,18.7,normal,165.3,21.0,normal,205.5,21.7
-M.SF.2.gab.strap.trs.8d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.8,14.0,normal,123.5,17.3,normal,146.1,17.8,normal,171.8,18.0
-M.SF.2.gab.strap.trs.8d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.9,0.15,normal,116.3,16.0,normal,139.2,17.7,normal,165.1,16.3
-M.SF.2.gab.strap.trs.8d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.1,14.6,normal,129.0,17.7,normal,154.1,19.4,lognormal,184.6,0.11
-M.SF.2.gab.strap.trs.8d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,14.9,normal,134.8,18.5,lognormal,162.5,0.15,normal,197.1,20.7
-M.SF.2.gab.strap.trs.8d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,15.5,normal,136.7,18.9,normal,164.1,20.5,lognormal,198.9,0.11
-M.SF.2.gab.strap.trs.8d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.1,0.16,normal,122.4,16.5,normal,144.8,17.4,lognormal,167.7,0.13
-M.SF.2.gab.strap.trs.8d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,13.3,normal,115.7,16.3,normal,139.5,18.2,normal,164.3,16.7
-M.SF.2.gab.strap.trs.8d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.5,0.16,normal,128.2,17.8,normal,153.4,19.2,lognormal,179.5,0.12
-M.SF.2.gab.strap.trs.8d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.7,normal,134.2,18.6,normal,160.4,20.4,normal,191.0,20.3
-M.SF.2.gab.strap.trs.8d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,15.5,normal,136.4,18.5,normal,164.3,21.1,lognormal,197.8,0.11
-M.SF.2.gab.strap.trs.8d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,13.9,normal,122.6,17.4,normal,145.3,18.0,lognormal,167.0,0.12
-M.SF.2.gab.strap.trs.8d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,13.5,normal,115.3,16.0,normal,139.0,17.6,normal,164.8,17.5
-M.SF.2.gab.strap.trs.8d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.5,0.16,normal,127.5,17.1,normal,152.8,18.9,normal,177.0,16.8
-M.SF.2.gab.strap.trs.8d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.2,0.16,lognormal,133.6,0.15,normal,160.6,20.5,lognormal,189.4,0.11
-M.SF.2.gab.strap.trs.8d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,15.4,lognormal,137.7,0.15,normal,165.8,21.0,normal,205.0,21.5
-M.SF.2.gab.strap.trs.8d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.8,14.0,lognormal,123.5,0.15,normal,145.4,16.9,lognormal,171.5,0.11
-M.SF.2.gab.strap.trs.8d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,13.6,normal,116.4,16.2,normal,140.0,18.1,normal,165.0,16.0
-M.SF.2.gab.strap.trs.8d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,14.6,normal,129.3,17.8,normal,154.2,19.1,normal,185.6,19.7
-M.SF.2.gab.strap.trs.8d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,14.7,lognormal,134.6,0.15,normal,162.3,21.3,normal,198.4,20.7
-M.SF.2.gab.strap.trs.8d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,15.5,normal,137.6,18.7,normal,165.3,21.0,normal,205.5,21.7
-M.SF.2.gab.strap.trs.8d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.8,14.0,normal,123.5,17.3,normal,146.1,17.8,normal,171.8,18.0
-M.SF.2.gab.strap.trs.8d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.9,0.15,normal,116.3,16.0,normal,139.2,17.7,normal,165.1,16.3
-M.SF.2.gab.strap.trs.8d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.1,14.6,normal,129.0,17.7,normal,154.1,19.4,lognormal,184.6,0.11
-M.SF.2.gab.strap.trs.8d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,14.9,normal,134.8,18.5,lognormal,162.5,0.15,normal,197.1,20.7
-M.SF.2.gab.strap.trs.8s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,15.8,lognormal,141.6,0.12,normal,153.1,16.1,normal,169.5,18.4
-M.SF.2.gab.strap.trs.8s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.6,0.14,normal,120.0,12.8,lognormal,127.6,0.1,lognormal,140.6,0.11
-M.SF.2.gab.strap.trs.8s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.5,normal,115.2,12.1,lognormal,120.7,0.11,lognormal,128.7,0.11
-M.SF.2.gab.strap.trs.8s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,14.1,lognormal,127.9,0.11,lognormal,137.5,0.11,normal,152.0,15.6
-M.SF.2.gab.strap.trs.8s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,15.8,normal,136.8,14.7,normal,147.1,15.3,normal,162.3,16.7
-M.SF.2.gab.strap.trs.8s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.3,lognormal,142.0,0.12,normal,153.8,16.4,lognormal,169.7,0.12
-M.SF.2.gab.strap.trs.8s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,13.7,normal,120.1,12.7,normal,127.3,11.6,normal,139.7,13.6
-M.SF.2.gab.strap.trs.8s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.5,normal,114.9,11.9,normal,120.5,12.0,lognormal,128.5,0.11
-M.SF.2.gab.strap.trs.8s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,14.3,lognormal,128.5,0.11,normal,137.6,13.7,normal,151.3,15.4
-M.SF.2.gab.strap.trs.8s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,normal,136.3,14.5,normal,147.7,15.8,normal,162.6,17.1
-M.SF.2.gab.strap.trs.8s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.6,lognormal,141.7,0.12,normal,150.3,16.2,normal,174.5,20.0
-M.SF.2.gab.strap.trs.8s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.4,normal,119.9,12.8,normal,126.3,12.2,lognormal,144.1,0.11
-M.SF.2.gab.strap.trs.8s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.5,normal,115.2,11.6,lognormal,119.7,0.11,lognormal,131.0,0.11
-M.SF.2.gab.strap.trs.8s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,13.9,lognormal,128.0,0.11,normal,135.1,13.2,normal,155.5,16.1
-M.SF.2.gab.strap.trs.8s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.6,0.14,normal,136.1,14.3,lognormal,146.2,0.12,lognormal,168.6,0.13
-M.SF.2.gab.strap.trs.8s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.0,lognormal,142.1,0.12,lognormal,152.1,0.12,normal,175.6,21.2
-M.SF.2.gab.strap.trs.8s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,13.4,normal,119.7,12.8,normal,126.0,12.0,lognormal,144.6,0.11
-M.SF.2.gab.strap.trs.8s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.2,lognormal,115.3,0.11,lognormal,119.9,0.11,lognormal,131.2,0.11
-M.SF.2.gab.strap.trs.8s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,14.4,normal,128.0,13.5,lognormal,135.9,0.11,normal,155.7,16.1
-M.SF.2.gab.strap.trs.8s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.8,lognormal,136.9,0.12,lognormal,146.3,0.12,lognormal,167.6,0.12
-M.SF.2.gab.strap.trs.8s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.6,lognormal,141.7,0.12,normal,150.3,16.2,normal,174.5,20.0
-M.SF.2.gab.strap.trs.8s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.4,normal,119.9,12.8,normal,126.3,12.2,lognormal,144.1,0.11
-M.SF.2.gab.strap.trs.8s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.5,normal,115.2,11.6,lognormal,119.7,0.11,lognormal,131.0,0.11
-M.SF.2.gab.strap.trs.8s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,13.9,lognormal,128.0,0.11,normal,135.1,13.2,normal,155.5,16.1
-M.SF.2.gab.strap.trs.8s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.6,0.14,normal,136.1,14.3,lognormal,146.2,0.12,lognormal,168.6,0.13
-M.SF.2.gab.strap.trs.8s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.0,lognormal,142.1,0.12,lognormal,152.1,0.12,normal,175.6,21.2
-M.SF.2.gab.strap.trs.8s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,13.4,normal,119.7,12.8,normal,126.0,12.0,lognormal,144.6,0.11
-M.SF.2.gab.strap.trs.8s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.2,lognormal,115.3,0.11,lognormal,119.9,0.11,lognormal,131.2,0.11
-M.SF.2.gab.strap.trs.8s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,14.4,normal,128.0,13.5,lognormal,135.9,0.11,normal,155.7,16.1
-M.SF.2.gab.strap.trs.8s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.8,lognormal,136.9,0.12,lognormal,146.3,0.12,lognormal,167.6,0.12
-M.SF.2.gab.strap.trs.8s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,15.8,lognormal,141.6,0.12,normal,153.1,16.1,normal,169.5,18.4
-M.SF.2.gab.strap.trs.8s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.6,0.14,normal,120.0,12.8,lognormal,127.6,0.1,lognormal,140.6,0.11
-M.SF.2.gab.strap.trs.8s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.5,normal,115.2,12.1,lognormal,120.7,0.11,lognormal,128.7,0.11
-M.SF.2.gab.strap.trs.8s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,14.1,lognormal,127.9,0.11,lognormal,137.5,0.11,normal,152.0,15.6
-M.SF.2.gab.strap.trs.8s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,15.8,normal,136.8,14.7,normal,147.1,15.3,normal,162.3,16.7
-M.SF.2.gab.strap.trs.8s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.3,lognormal,142.0,0.12,normal,153.8,16.4,lognormal,169.7,0.12
-M.SF.2.gab.strap.trs.8s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,13.7,normal,120.1,12.7,normal,127.3,11.6,normal,139.7,13.6
-M.SF.2.gab.strap.trs.8s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.5,normal,114.9,11.9,normal,120.5,12.0,lognormal,128.5,0.11
-M.SF.2.gab.strap.trs.8s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,14.3,lognormal,128.5,0.11,normal,137.6,13.7,normal,151.3,15.4
-M.SF.2.gab.strap.trs.8s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,normal,136.3,14.5,normal,147.7,15.8,normal,162.6,17.1
-M.SF.2.gab.strap.trs.8s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.6,lognormal,141.7,0.12,normal,150.3,16.2,normal,174.5,20.0
-M.SF.2.gab.strap.trs.8s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.4,normal,119.9,12.8,normal,126.3,12.2,lognormal,144.1,0.11
-M.SF.2.gab.strap.trs.8s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.5,normal,115.2,11.6,lognormal,119.7,0.11,lognormal,131.0,0.11
-M.SF.2.gab.strap.trs.8s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,13.9,lognormal,128.0,0.11,normal,135.1,13.2,normal,155.5,16.1
-M.SF.2.gab.strap.trs.8s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.6,0.14,normal,136.1,14.3,lognormal,146.2,0.12,lognormal,168.6,0.13
-M.SF.2.gab.strap.trs.8s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.0,lognormal,142.1,0.12,lognormal,152.1,0.12,normal,175.6,21.2
-M.SF.2.gab.strap.trs.8s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,13.4,normal,119.7,12.8,normal,126.0,12.0,lognormal,144.6,0.11
-M.SF.2.gab.strap.trs.8s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.2,lognormal,115.3,0.11,lognormal,119.9,0.11,lognormal,131.2,0.11
-M.SF.2.gab.strap.trs.8s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,14.4,normal,128.0,13.5,lognormal,135.9,0.11,normal,155.7,16.1
-M.SF.2.gab.strap.trs.8s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.8,lognormal,136.9,0.12,lognormal,146.3,0.12,lognormal,167.6,0.12
-M.SF.2.gab.strap.trs.8s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.6,lognormal,141.7,0.12,normal,150.3,16.2,normal,174.5,20.0
-M.SF.2.gab.strap.trs.8s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.4,normal,119.9,12.8,normal,126.3,12.2,lognormal,144.1,0.11
-M.SF.2.gab.strap.trs.8s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.5,normal,115.2,11.6,lognormal,119.7,0.11,lognormal,131.0,0.11
-M.SF.2.gab.strap.trs.8s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,13.9,lognormal,128.0,0.11,normal,135.1,13.2,normal,155.5,16.1
-M.SF.2.gab.strap.trs.8s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.6,0.14,normal,136.1,14.3,lognormal,146.2,0.12,lognormal,168.6,0.13
-M.SF.2.gab.strap.trs.8s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.0,lognormal,142.1,0.12,lognormal,152.1,0.12,normal,175.6,21.2
-M.SF.2.gab.strap.trs.8s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,13.4,normal,119.7,12.8,normal,126.0,12.0,lognormal,144.6,0.11
-M.SF.2.gab.strap.trs.8s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.2,lognormal,115.3,0.11,lognormal,119.9,0.11,lognormal,131.2,0.11
-M.SF.2.gab.strap.trs.8s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,14.4,normal,128.0,13.5,lognormal,135.9,0.11,normal,155.7,16.1
-M.SF.2.gab.strap.trs.8s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.8,lognormal,136.9,0.12,lognormal,146.3,0.12,lognormal,167.6,0.12
-M.SF.2.gab.strap.trs.8s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,17.3,normal,156.8,20.7,normal,180.8,20.5,normal,198.3,20.9
-M.SF.2.gab.strap.trs.8s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,15.7,normal,138.1,17.2,lognormal,156.8,0.12,lognormal,167.6,0.13
-M.SF.2.gab.strap.trs.8s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.7,0.16,normal,133.3,18.2,normal,153.7,18.0,normal,165.3,17.3
-M.SF.2.gab.strap.trs.8s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,16.2,normal,145.6,18.6,normal,165.6,17.1,lognormal,178.3,0.11
-M.SF.2.gab.strap.trs.8s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.16,normal,153.9,20.7,normal,176.3,19.5,lognormal,192.1,0.12
-M.SF.2.gab.strap.trs.8s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.6,0.16,normal,157.1,20.5,normal,179.7,18.7,lognormal,196.9,0.11
-M.SF.2.gab.strap.trs.8s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,15.7,lognormal,138.8,0.14,normal,155.8,16.1,lognormal,166.3,0.12
-M.SF.2.gab.strap.trs.8s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.8,lognormal,132.8,0.15,normal,153.4,17.7,normal,164.3,17.3
-M.SF.2.gab.strap.trs.8s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,16.4,normal,145.6,18.8,lognormal,165.7,0.11,normal,177.6,18.8
-M.SF.2.gab.strap.trs.8s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.16,normal,152.7,19.8,normal,176.2,19.1,lognormal,192.5,0.12
-M.SF.2.gab.strap.trs.8s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.4,normal,158.1,20.6,normal,181.2,19.3,normal,204.4,20.4
-M.SF.2.gab.strap.trs.8s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,15.8,normal,139.2,17.2,normal,156.1,16.2,lognormal,172.9,0.12
-M.SF.2.gab.strap.trs.8s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,15.0,normal,133.5,17.8,normal,154.4,17.9,normal,165.2,16.3
-M.SF.2.gab.strap.trs.8s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.16,normal,146.8,19.2,normal,165.5,16.5,lognormal,186.0,0.12
-M.SF.2.gab.strap.trs.8s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.16,normal,154.0,20.2,normal,176.3,17.9,normal,198.9,21.0
-M.SF.2.gab.strap.trs.8s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,17.5,normal,158.1,20.9,lognormal,182.6,0.12,normal,206.6,21.8
-M.SF.2.gab.strap.trs.8s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.4,normal,138.9,17.4,normal,155.9,16.3,lognormal,172.3,0.12
-M.SF.2.gab.strap.trs.8s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,15.4,normal,133.4,17.7,normal,154.7,18.0,normal,165.3,16.1
-M.SF.2.gab.strap.trs.8s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.16,normal,146.7,18.9,normal,166.7,17.8,lognormal,185.4,0.11
-M.SF.2.gab.strap.trs.8s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.5,normal,153.6,20.1,normal,176.2,18.1,normal,197.9,20.8
-M.SF.2.gab.strap.trs.8s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,17.3,normal,156.8,20.7,normal,180.8,20.5,normal,198.3,20.9
-M.SF.2.gab.strap.trs.8s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,15.7,normal,138.1,17.2,lognormal,156.8,0.12,lognormal,167.6,0.13
-M.SF.2.gab.strap.trs.8s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.7,0.16,normal,133.3,18.2,normal,153.7,18.0,normal,165.3,17.3
-M.SF.2.gab.strap.trs.8s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,16.2,normal,145.6,18.6,normal,165.6,17.1,lognormal,178.3,0.11
-M.SF.2.gab.strap.trs.8s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.16,normal,153.9,20.7,normal,176.3,19.5,lognormal,192.1,0.12
-M.SF.2.gab.strap.trs.8s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.6,0.16,normal,157.1,20.5,normal,179.7,18.7,lognormal,196.9,0.11
-M.SF.2.gab.strap.trs.8s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,15.7,lognormal,138.8,0.14,normal,155.8,16.1,lognormal,166.3,0.12
-M.SF.2.gab.strap.trs.8s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.8,lognormal,132.8,0.15,normal,153.4,17.7,normal,164.3,17.3
-M.SF.2.gab.strap.trs.8s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,16.4,normal,145.6,18.8,lognormal,165.7,0.11,normal,177.6,18.8
-M.SF.2.gab.strap.trs.8s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.16,normal,152.7,19.8,normal,176.2,19.1,lognormal,192.5,0.12
-M.SF.2.gab.strap.trs.8s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.4,normal,158.1,20.6,normal,181.2,19.3,normal,204.4,20.4
-M.SF.2.gab.strap.trs.8s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,15.8,normal,139.2,17.2,normal,156.1,16.2,lognormal,172.9,0.12
-M.SF.2.gab.strap.trs.8s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,15.0,normal,133.5,17.8,normal,154.4,17.9,normal,165.2,16.3
-M.SF.2.gab.strap.trs.8s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.16,normal,146.8,19.2,normal,165.5,16.5,lognormal,186.0,0.12
-M.SF.2.gab.strap.trs.8s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.16,normal,154.0,20.2,normal,176.3,17.9,normal,198.9,21.0
-M.SF.2.gab.strap.trs.8s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,17.5,normal,158.1,20.9,lognormal,182.6,0.12,normal,206.6,21.8
-M.SF.2.gab.strap.trs.8s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.4,normal,138.9,17.4,normal,155.9,16.3,lognormal,172.3,0.12
-M.SF.2.gab.strap.trs.8s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,15.4,normal,133.4,17.7,normal,154.7,18.0,normal,165.3,16.1
-M.SF.2.gab.strap.trs.8s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.16,normal,146.7,18.9,normal,166.7,17.8,lognormal,185.4,0.11
-M.SF.2.gab.strap.trs.8s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.5,normal,153.6,20.1,normal,176.2,18.1,normal,197.9,20.8
-M.SF.2.gab.tnail.ows.st.0.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.2,14.6,normal,123.7,15.3,lognormal,139.4,0.11,normal,150.7,15.4
-M.SF.2.gab.tnail.ows.st.0.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,13.2,lognormal,109.7,0.13,lognormal,120.5,0.11,normal,126.7,14.2
-M.SF.2.gab.tnail.ows.st.0.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.6,12.9,lognormal,103.7,0.13,normal,113.9,11.4,normal,119.5,12.4
-M.SF.2.gab.tnail.ows.st.0.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.15,lognormal,115.2,0.13,lognormal,128.1,0.11,normal,136.2,14.8
-M.SF.2.gab.tnail.ows.st.0.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.4,normal,120.7,14.8,lognormal,135.1,0.11,normal,145.3,15.1
-M.SF.2.gab.tnail.ows.st.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.9,0.14,lognormal,116.0,0.14,lognormal,129.7,0.12,lognormal,136.1,0.12
-M.SF.2.gab.tnail.ows.st.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.1,0.14,lognormal,103.2,0.14,lognormal,113.6,0.12,normal,117.8,12.9
-M.SF.2.gab.tnail.ows.st.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.9,0.15,lognormal,98.0,0.15,normal,108.1,11.8,normal,111.9,11.4
-M.SF.2.gab.tnail.ows.st.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.2,0.14,lognormal,108.3,0.14,lognormal,119.9,0.12,lognormal,125.2,0.12
-M.SF.2.gab.tnail.ows.st.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.0,0.14,lognormal,113.1,0.14,lognormal,126.0,0.12,lognormal,132.1,0.12
-M.SF.2.gab.tnail.ows.st.1.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,15.0,lognormal,124.5,0.14,lognormal,143.0,0.12,lognormal,162.2,0.12
-M.SF.2.gab.tnail.ows.st.1.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.4,13.7,lognormal,111.8,0.14,lognormal,128.1,0.12,lognormal,143.6,0.11
-M.SF.2.gab.tnail.ows.st.1.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,13.1,lognormal,105.3,0.14,normal,120.6,13.8,normal,136.3,14.4
-M.SF.2.gab.tnail.ows.st.1.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,13.9,lognormal,116.5,0.14,lognormal,133.8,0.12,lognormal,150.3,0.11
-M.SF.2.gab.tnail.ows.st.1.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,14.5,lognormal,121.5,0.14,lognormal,139.4,0.12,lognormal,157.6,0.11
-M.SF.2.gab.tnail.ows.st.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.2,0.15,lognormal,116.3,0.15,lognormal,131.0,0.12,lognormal,139.7,0.13
-M.SF.2.gab.tnail.ows.st.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.4,0.15,lognormal,104.5,0.15,lognormal,117.6,0.13,normal,124.7,14.4
-M.SF.2.gab.tnail.ows.st.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.4,0.15,lognormal,98.5,0.16,lognormal,111.0,0.13,lognormal,118.2,0.13
-M.SF.2.gab.tnail.ows.st.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.0,0.15,lognormal,109.1,0.15,lognormal,123.0,0.13,lognormal,130.7,0.13
-M.SF.2.gab.tnail.ows.st.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.6,0.15,lognormal,113.7,0.15,lognormal,128.3,0.13,normal,136.1,15.5
-M.SF.2.gab.tnail.ows.su.0.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.3,normal,142.9,16.6,normal,150.5,16.4,normal,154.0,16.6
-M.SF.2.gab.tnail.ows.su.0.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,13.9,lognormal,121.7,0.12,normal,125.6,14.2,normal,127.7,15.1
-M.SF.2.gab.tnail.ows.su.0.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.5,normal,115.2,12.2,lognormal,118.7,0.11,normal,120.3,12.8
-M.SF.2.gab.tnail.ows.su.0.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,14.7,normal,130.0,14.8,normal,135.3,15.2,normal,138.0,16.0
-M.SF.2.gab.tnail.ows.su.0.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,15.7,lognormal,138.0,0.12,lognormal,145.5,0.12,normal,148.8,17.2
-M.SF.2.gab.tnail.ows.su.0.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.3,normal,142.9,16.6,normal,150.5,16.4,normal,154.0,16.6
-M.SF.2.gab.tnail.ows.su.0.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,13.9,lognormal,121.7,0.12,normal,125.6,14.2,normal,127.7,15.1
-M.SF.2.gab.tnail.ows.su.0.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.5,normal,115.2,12.2,lognormal,118.7,0.11,normal,120.3,12.8
-M.SF.2.gab.tnail.ows.su.0.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,14.7,normal,130.0,14.8,normal,135.3,15.2,normal,138.0,16.0
-M.SF.2.gab.tnail.ows.su.0.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,15.7,lognormal,138.0,0.12,lognormal,145.5,0.12,normal,148.8,17.2
-M.SF.2.gab.tnail.ows.su.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.2,0.12,lognormal,134.5,0.12,lognormal,136.2,0.12,lognormal,136.4,0.12
-M.SF.2.gab.tnail.ows.su.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.12,lognormal,116.8,0.12,normal,117.9,13.0,lognormal,118.0,0.12
-M.SF.2.gab.tnail.ows.su.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,11.8,normal,111.1,12.0,normal,112.0,11.5,normal,112.1,11.5
-M.SF.2.gab.tnail.ows.su.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.12,lognormal,123.8,0.12,lognormal,125.3,0.12,lognormal,125.4,0.12
-M.SF.2.gab.tnail.ows.su.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.4,0.12,lognormal,130.7,0.12,lognormal,132.5,0.12,lognormal,132.6,0.12
-M.SF.2.gab.tnail.ows.su.1.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,17.3,normal,155.4,19.7,lognormal,169.2,0.11,lognormal,173.3,0.11
-M.SF.2.gab.tnail.ows.su.1.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.6,normal,138.1,17.3,lognormal,149.2,0.11,normal,151.7,16.2
-M.SF.2.gab.tnail.ows.su.1.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.2,0.16,normal,130.8,16.4,lognormal,141.8,0.11,lognormal,144.4,0.11
-M.SF.2.gab.tnail.ows.su.1.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.15,normal,145.0,18.2,lognormal,157.5,0.11,normal,160.2,16.9
-M.SF.2.gab.tnail.ows.su.1.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.1,normal,150.9,18.7,normal,164.0,16.4,lognormal,168.3,0.11
-M.SF.2.gab.tnail.ows.su.1.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.2,17.3,normal,155.4,19.7,lognormal,169.2,0.11,lognormal,173.3,0.11
-M.SF.2.gab.tnail.ows.su.1.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.6,normal,138.1,17.3,lognormal,149.2,0.11,normal,151.7,16.2
-M.SF.2.gab.tnail.ows.su.1.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.2,0.16,normal,130.8,16.4,lognormal,141.8,0.11,lognormal,144.4,0.11
-M.SF.2.gab.tnail.ows.su.1.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.15,normal,145.0,18.2,lognormal,157.5,0.11,normal,160.2,16.9
-M.SF.2.gab.tnail.ows.su.1.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.1,normal,150.9,18.7,normal,164.0,16.4,lognormal,168.3,0.11
-M.SF.2.gab.tnail.ows.su.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.13,lognormal,138.3,0.13,lognormal,140.4,0.13,lognormal,140.5,0.13
-M.SF.2.gab.tnail.ows.su.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.5,0.13,lognormal,123.6,0.13,lognormal,125.3,0.13,lognormal,125.4,0.13
-M.SF.2.gab.tnail.ows.su.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.6,0.13,lognormal,116.7,0.13,lognormal,118.5,0.13,lognormal,118.6,0.13
-M.SF.2.gab.tnail.ows.su.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.2,0.13,lognormal,129.3,0.13,lognormal,131.2,0.13,lognormal,131.3,0.13
-M.SF.2.gab.tnail.ows.su.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.9,0.13,lognormal,135.0,0.12,normal,136.6,15.6,lognormal,137.0,0.13
-M.SF.2.gab.tnail.trs.6d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.9,normal,126.6,15.5,lognormal,141.4,0.11,normal,148.3,15.7
-M.SF.2.gab.tnail.trs.6d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,13.2,normal,110.2,12.5,normal,119.6,12.6,normal,122.5,13.7
-M.SF.2.gab.tnail.trs.6d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,12.9,normal,105.7,12.6,normal,115.0,11.2,normal,119.2,12.9
-M.SF.2.gab.tnail.trs.6d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,14.0,normal,116.6,13.2,normal,127.9,12.8,normal,132.3,14.4
-M.SF.2.gab.tnail.trs.6d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.7,normal,122.6,14.2,lognormal,136.3,0.11,lognormal,142.9,0.12
-M.SF.2.gab.tnail.trs.6d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.7,0.15,normal,126.2,15.2,normal,140.5,13.5,normal,148.3,16.0
-M.SF.2.gab.tnail.trs.6d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,13.2,normal,110.8,12.6,normal,119.7,12.4,normal,122.5,13.4
-M.SF.2.gab.tnail.trs.6d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.8,13.0,normal,105.5,12.5,lognormal,115.3,0.11,lognormal,119.5,0.12
-M.SF.2.gab.tnail.trs.6d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.15,normal,116.7,13.4,normal,128.0,12.9,lognormal,132.4,0.12
-M.SF.2.gab.tnail.trs.6d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,14.6,normal,122.8,14.4,lognormal,135.9,0.11,normal,142.5,15.8
-M.SF.2.gab.tnail.trs.6d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,15.3,normal,128.3,15.1,lognormal,143.3,0.11,normal,153.4,15.3
-M.SF.2.gab.tnail.trs.6d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,13.2,normal,112.1,12.5,normal,121.7,11.8,normal,128.7,13.5
-M.SF.2.gab.tnail.trs.6d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.2,0.15,normal,106.8,12.1,normal,114.7,10.9,lognormal,119.2,0.11
-M.SF.2.gab.tnail.trs.6d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,14.1,lognormal,118.5,0.12,normal,130.0,12.3,normal,138.5,14.1
-M.SF.2.gab.tnail.trs.6d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,14.8,normal,125.1,14.6,normal,138.3,13.6,lognormal,149.0,0.11
-M.SF.2.gab.tnail.trs.6d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,15.3,normal,128.6,15.1,lognormal,143.7,0.11,normal,154.4,15.8
-M.SF.2.gab.tnail.trs.6d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.7,0.15,normal,111.8,12.3,normal,121.5,11.5,normal,128.6,13.6
-M.SF.2.gab.tnail.trs.6d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,13.1,normal,106.5,12.1,lognormal,114.7,0.1,lognormal,119.2,0.11
-M.SF.2.gab.tnail.trs.6d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,14.1,normal,118.7,13.7,lognormal,130.2,0.1,lognormal,138.8,0.11
-M.SF.2.gab.tnail.trs.6d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,14.5,normal,124.9,14.5,normal,138.2,13.5,lognormal,148.3,0.11
-M.SF.2.gab.tnail.trs.6d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.7,0.15,normal,127.2,14.6,lognormal,138.5,0.1,lognormal,145.8,0.12
-M.SF.2.gab.tnail.trs.6d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.4,0.14,normal,109.3,11.7,lognormal,116.4,0.11,lognormal,120.9,0.13
-M.SF.2.gab.tnail.trs.6d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,lognormal,102.3,0.12,lognormal,108.2,0.12,lognormal,110.0,0.14
-M.SF.2.gab.tnail.trs.6d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,12.9,normal,116.3,12.5,normal,124.7,12.3,lognormal,129.6,0.12
-M.SF.2.gab.tnail.trs.6d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,13.8,normal,123.1,13.4,lognormal,133.4,0.1,lognormal,139.4,0.12
-M.SF.2.gab.tnail.trs.6d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,14.4,normal,126.8,14.1,lognormal,138.4,0.1,lognormal,144.5,0.11
-M.SF.2.gab.tnail.trs.6d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.2,0.14,normal,108.9,11.6,lognormal,116.1,0.11,lognormal,120.8,0.14
-M.SF.2.gab.tnail.trs.6d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.3,0.14,lognormal,102.5,0.12,lognormal,108.1,0.12,lognormal,110.0,0.13
-M.SF.2.gab.tnail.trs.6d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.7,0.14,normal,115.8,12.1,normal,124.5,12.3,lognormal,129.3,0.12
-M.SF.2.gab.tnail.trs.6d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,13.6,normal,123.2,13.8,normal,133.4,13.1,lognormal,139.0,0.12
-M.SF.2.gab.tnail.trs.6d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.9,normal,126.6,15.5,lognormal,141.4,0.11,normal,148.3,15.7
-M.SF.2.gab.tnail.trs.6d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,13.2,normal,110.2,12.5,normal,119.6,12.6,normal,122.5,13.7
-M.SF.2.gab.tnail.trs.6d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,12.9,normal,105.7,12.6,normal,115.0,11.2,normal,119.2,12.9
-M.SF.2.gab.tnail.trs.6d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,14.0,normal,116.6,13.2,normal,127.9,12.8,normal,132.3,14.4
-M.SF.2.gab.tnail.trs.6d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.7,normal,122.6,14.2,lognormal,136.3,0.11,lognormal,142.9,0.12
-M.SF.2.gab.tnail.trs.6d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.7,0.15,normal,126.2,15.2,normal,140.5,13.5,normal,148.3,16.0
-M.SF.2.gab.tnail.trs.6d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,13.2,normal,110.8,12.6,normal,119.7,12.4,normal,122.5,13.4
-M.SF.2.gab.tnail.trs.6d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.8,13.0,normal,105.5,12.5,lognormal,115.3,0.11,lognormal,119.5,0.12
-M.SF.2.gab.tnail.trs.6d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.15,normal,116.7,13.4,normal,128.0,12.9,lognormal,132.4,0.12
-M.SF.2.gab.tnail.trs.6d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,14.6,normal,122.8,14.4,lognormal,135.9,0.11,normal,142.5,15.8
-M.SF.2.gab.tnail.trs.6d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,15.3,normal,128.3,15.1,lognormal,143.3,0.11,normal,153.4,15.3
-M.SF.2.gab.tnail.trs.6d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,13.2,normal,112.1,12.5,normal,121.7,11.8,normal,128.7,13.5
-M.SF.2.gab.tnail.trs.6d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.2,0.15,normal,106.8,12.1,normal,114.7,10.9,lognormal,119.2,0.11
-M.SF.2.gab.tnail.trs.6d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,14.1,lognormal,118.5,0.12,normal,130.0,12.3,normal,138.5,14.1
-M.SF.2.gab.tnail.trs.6d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,14.8,normal,125.1,14.6,normal,138.3,13.6,lognormal,149.0,0.11
-M.SF.2.gab.tnail.trs.6d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,15.3,normal,128.6,15.1,lognormal,143.7,0.11,normal,154.4,15.8
-M.SF.2.gab.tnail.trs.6d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.7,0.15,normal,111.8,12.3,normal,121.5,11.5,normal,128.6,13.6
-M.SF.2.gab.tnail.trs.6d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,13.1,normal,106.5,12.1,lognormal,114.7,0.1,lognormal,119.2,0.11
-M.SF.2.gab.tnail.trs.6d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,14.1,normal,118.7,13.7,lognormal,130.2,0.1,lognormal,138.8,0.11
-M.SF.2.gab.tnail.trs.6d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,14.5,normal,124.9,14.5,normal,138.2,13.5,lognormal,148.3,0.11
-M.SF.2.gab.tnail.trs.6d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.7,0.15,normal,127.2,14.6,lognormal,138.5,0.1,lognormal,145.8,0.12
-M.SF.2.gab.tnail.trs.6d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.4,0.14,normal,109.3,11.7,lognormal,116.4,0.11,lognormal,120.9,0.13
-M.SF.2.gab.tnail.trs.6d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,lognormal,102.3,0.12,lognormal,108.2,0.12,lognormal,110.0,0.14
-M.SF.2.gab.tnail.trs.6d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,12.9,normal,116.3,12.5,normal,124.7,12.3,lognormal,129.6,0.12
-M.SF.2.gab.tnail.trs.6d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,13.8,normal,123.1,13.4,lognormal,133.4,0.1,lognormal,139.4,0.12
-M.SF.2.gab.tnail.trs.6d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,14.4,normal,126.8,14.1,lognormal,138.4,0.1,lognormal,144.5,0.11
-M.SF.2.gab.tnail.trs.6d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.2,0.14,normal,108.9,11.6,lognormal,116.1,0.11,lognormal,120.8,0.14
-M.SF.2.gab.tnail.trs.6d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.3,0.14,lognormal,102.5,0.12,lognormal,108.1,0.12,lognormal,110.0,0.13
-M.SF.2.gab.tnail.trs.6d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.7,0.14,normal,115.8,12.1,normal,124.5,12.3,lognormal,129.3,0.12
-M.SF.2.gab.tnail.trs.6d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,13.6,normal,123.2,13.8,normal,133.4,13.1,lognormal,139.0,0.12
-M.SF.2.gab.tnail.trs.6d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,128.4,16.4,lognormal,150.6,0.12,lognormal,164.9,0.1
-M.SF.2.gab.tnail.trs.6d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.6,13.7,lognormal,115.0,0.14,normal,133.3,14.2,lognormal,144.4,0.11
-M.SF.2.gab.tnail.trs.6d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.1,13.2,lognormal,108.3,0.14,normal,127.2,14.3,normal,139.9,13.7
-M.SF.2.gab.tnail.trs.6d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,14.2,lognormal,119.9,0.14,lognormal,140.2,0.12,lognormal,153.4,0.11
-M.SF.2.gab.tnail.trs.6d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.1,0.15,lognormal,125.3,0.14,lognormal,146.6,0.12,lognormal,161.1,0.11
-M.SF.2.gab.tnail.trs.6d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,14.9,lognormal,128.4,0.14,lognormal,150.8,0.12,normal,165.4,16.0
-M.SF.2.gab.tnail.trs.6d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,13.9,lognormal,115.1,0.14,normal,133.1,14.1,lognormal,144.0,0.11
-M.SF.2.gab.tnail.trs.6d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,91.9,0.15,lognormal,108.4,0.14,normal,127.8,14.8,lognormal,140.5,0.11
-M.SF.2.gab.tnail.trs.6d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,14.3,lognormal,120.4,0.14,lognormal,139.8,0.12,lognormal,153.1,0.11
-M.SF.2.gab.tnail.trs.6d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.8,lognormal,125.5,0.14,lognormal,147.2,0.12,lognormal,160.1,0.1
-M.SF.2.gab.tnail.trs.6d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.3,0.16,lognormal,130.6,0.14,normal,151.8,16.1,normal,166.1,16.2
-M.SF.2.gab.tnail.trs.6d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,14.0,normal,116.7,14.6,lognormal,135.2,0.12,lognormal,147.7,0.11
-M.SF.2.gab.tnail.trs.6d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.15,normal,110.5,14.3,lognormal,128.3,0.12,lognormal,141.1,0.11
-M.SF.2.gab.tnail.trs.6d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.2,0.16,lognormal,122.6,0.14,lognormal,141.7,0.12,lognormal,155.3,0.11
-M.SF.2.gab.tnail.trs.6d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,14.9,normal,127.5,16.3,lognormal,148.6,0.12,normal,161.9,15.8
-M.SF.2.gab.tnail.trs.6d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.7,0.15,normal,130.6,16.4,normal,154.6,16.4,lognormal,167.9,0.1
-M.SF.2.gab.tnail.trs.6d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.0,0.16,lognormal,117.3,0.14,normal,134.8,14.3,normal,147.2,14.9
-M.SF.2.gab.tnail.trs.6d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.8,0.15,normal,110.2,13.8,lognormal,131.2,0.12,normal,142.7,14.0
-M.SF.2.gab.tnail.trs.6d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.0,0.16,lognormal,122.4,0.14,normal,141.6,15.1,normal,154.4,15.3
-M.SF.2.gab.tnail.trs.6d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.3,0.15,lognormal,127.8,0.14,lognormal,148.7,0.12,lognormal,162.7,0.11
-M.SF.2.gab.tnail.trs.6d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,128.4,16.4,lognormal,150.6,0.12,lognormal,164.9,0.1
-M.SF.2.gab.tnail.trs.6d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.6,13.7,lognormal,115.0,0.14,normal,133.3,14.2,lognormal,144.4,0.11
-M.SF.2.gab.tnail.trs.6d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.1,13.2,lognormal,108.3,0.14,normal,127.2,14.3,normal,139.9,13.7
-M.SF.2.gab.tnail.trs.6d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,14.2,lognormal,119.9,0.14,lognormal,140.2,0.12,lognormal,153.4,0.11
-M.SF.2.gab.tnail.trs.6d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.1,0.15,lognormal,125.3,0.14,lognormal,146.6,0.12,lognormal,161.1,0.11
-M.SF.2.gab.tnail.trs.6d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,14.9,lognormal,128.4,0.14,lognormal,150.8,0.12,normal,165.4,16.0
-M.SF.2.gab.tnail.trs.6d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,13.9,lognormal,115.1,0.14,normal,133.1,14.1,lognormal,144.0,0.11
-M.SF.2.gab.tnail.trs.6d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,91.9,0.15,lognormal,108.4,0.14,normal,127.8,14.8,lognormal,140.5,0.11
-M.SF.2.gab.tnail.trs.6d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.0,14.3,lognormal,120.4,0.14,lognormal,139.8,0.12,lognormal,153.1,0.11
-M.SF.2.gab.tnail.trs.6d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.8,lognormal,125.5,0.14,lognormal,147.2,0.12,lognormal,160.1,0.1
-M.SF.2.gab.tnail.trs.6d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.3,0.16,lognormal,130.6,0.14,normal,151.8,16.1,normal,166.1,16.2
-M.SF.2.gab.tnail.trs.6d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,14.0,normal,116.7,14.6,lognormal,135.2,0.12,lognormal,147.7,0.11
-M.SF.2.gab.tnail.trs.6d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.15,normal,110.5,14.3,lognormal,128.3,0.12,lognormal,141.1,0.11
-M.SF.2.gab.tnail.trs.6d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.2,0.16,lognormal,122.6,0.14,lognormal,141.7,0.12,lognormal,155.3,0.11
-M.SF.2.gab.tnail.trs.6d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,14.9,normal,127.5,16.3,lognormal,148.6,0.12,normal,161.9,15.8
-M.SF.2.gab.tnail.trs.6d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.7,0.15,normal,130.6,16.4,normal,154.6,16.4,lognormal,167.9,0.1
-M.SF.2.gab.tnail.trs.6d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.0,0.16,lognormal,117.3,0.14,normal,134.8,14.3,normal,147.2,14.9
-M.SF.2.gab.tnail.trs.6d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.8,0.15,normal,110.2,13.8,lognormal,131.2,0.12,normal,142.7,14.0
-M.SF.2.gab.tnail.trs.6d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.0,0.16,lognormal,122.4,0.14,normal,141.6,15.1,normal,154.4,15.3
-M.SF.2.gab.tnail.trs.6d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.3,0.15,lognormal,127.8,0.14,lognormal,148.7,0.12,lognormal,162.7,0.11
-M.SF.2.gab.tnail.trs.6s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,16.0,normal,139.3,15.0,lognormal,145.4,0.11,normal,148.3,15.9
-M.SF.2.gab.tnail.trs.6s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.5,lognormal,118.3,0.12,lognormal,121.4,0.12,lognormal,122.8,0.12
-M.SF.2.gab.tnail.trs.6s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,13.3,normal,114.5,12.2,lognormal,117.7,0.11,normal,119.2,12.8
-M.SF.2.gab.tnail.trs.6s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,14.3,normal,126.3,13.4,normal,130.2,14.0,lognormal,132.5,0.12
-M.SF.2.gab.tnail.trs.6s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,134.1,0.11,normal,139.4,14.9,lognormal,142.2,0.12
-M.SF.2.gab.tnail.trs.6s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.4,lognormal,139.7,0.12,lognormal,146.2,0.12,normal,148.9,16.1
-M.SF.2.gab.tnail.trs.6s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.7,lognormal,118.1,0.12,lognormal,121.2,0.12,normal,122.5,14.1
-M.SF.2.gab.tnail.trs.6s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.6,normal,114.5,12.1,lognormal,117.5,0.11,normal,119.1,12.7
-M.SF.2.gab.tnail.trs.6s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,14.6,normal,126.0,13.2,lognormal,130.5,0.12,lognormal,132.5,0.12
-M.SF.2.gab.tnail.trs.6s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.8,0.14,normal,134.6,14.5,normal,139.9,14.8,lognormal,142.7,0.12
-M.SF.2.gab.tnail.trs.6s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.1,lognormal,140.4,0.12,lognormal,147.5,0.11,normal,153.7,15.9
-M.SF.2.gab.tnail.trs.6s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,13.3,normal,118.5,12.8,normal,122.7,11.9,normal,128.6,13.7
-M.SF.2.gab.tnail.trs.6s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.4,normal,113.4,11.3,normal,115.9,11.4,lognormal,119.0,0.11
-M.SF.2.gab.tnail.trs.6s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,14.1,normal,126.6,12.8,lognormal,132.5,0.11,normal,138.3,14.9
-M.SF.2.gab.tnail.trs.6s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.5,lognormal,135.0,0.11,lognormal,141.4,0.11,normal,148.2,15.9
-M.SF.2.gab.tnail.trs.6s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.7,normal,139.5,14.6,normal,147.1,15.6,normal,154.5,16.9
-M.SF.2.gab.tnail.trs.6s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.3,lognormal,118.6,0.11,normal,122.7,11.8,normal,128.5,13.4
-M.SF.2.gab.tnail.trs.6s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,13.0,normal,113.6,11.5,normal,116.2,11.5,lognormal,119.0,0.11
-M.SF.2.gab.tnail.trs.6s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,14.1,normal,126.4,12.4,normal,131.8,12.6,normal,138.5,14.9
-M.SF.2.gab.tnail.trs.6s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,15.8,normal,134.6,13.7,lognormal,141.7,0.11,normal,149.4,17.0
-M.SF.2.gab.tnail.trs.6s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.1,lognormal,140.4,0.12,lognormal,147.5,0.11,normal,153.7,15.9
-M.SF.2.gab.tnail.trs.6s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,13.3,normal,118.5,12.8,normal,122.7,11.9,normal,128.6,13.7
-M.SF.2.gab.tnail.trs.6s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.4,normal,113.4,11.3,normal,115.9,11.4,lognormal,119.0,0.11
-M.SF.2.gab.tnail.trs.6s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,14.1,normal,126.6,12.8,lognormal,132.5,0.11,normal,138.3,14.9
-M.SF.2.gab.tnail.trs.6s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.5,lognormal,135.0,0.11,lognormal,141.4,0.11,normal,148.2,15.9
-M.SF.2.gab.tnail.trs.6s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.7,normal,139.5,14.6,normal,147.1,15.6,normal,154.5,16.9
-M.SF.2.gab.tnail.trs.6s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.3,lognormal,118.6,0.11,normal,122.7,11.8,normal,128.5,13.4
-M.SF.2.gab.tnail.trs.6s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,13.0,normal,113.6,11.5,normal,116.2,11.5,lognormal,119.0,0.11
-M.SF.2.gab.tnail.trs.6s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,14.1,normal,126.4,12.4,normal,131.8,12.6,normal,138.5,14.9
-M.SF.2.gab.tnail.trs.6s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,15.8,normal,134.6,13.7,lognormal,141.7,0.11,normal,149.4,17.0
-M.SF.2.gab.tnail.trs.6s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,16.0,normal,139.3,15.0,lognormal,145.4,0.11,normal,148.3,15.9
-M.SF.2.gab.tnail.trs.6s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.5,lognormal,118.3,0.12,lognormal,121.4,0.12,lognormal,122.8,0.12
-M.SF.2.gab.tnail.trs.6s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,13.3,normal,114.5,12.2,lognormal,117.7,0.11,normal,119.2,12.8
-M.SF.2.gab.tnail.trs.6s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,14.3,normal,126.3,13.4,normal,130.2,14.0,lognormal,132.5,0.12
-M.SF.2.gab.tnail.trs.6s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,134.1,0.11,normal,139.4,14.9,lognormal,142.2,0.12
-M.SF.2.gab.tnail.trs.6s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.4,lognormal,139.7,0.12,lognormal,146.2,0.12,normal,148.9,16.1
-M.SF.2.gab.tnail.trs.6s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.7,lognormal,118.1,0.12,lognormal,121.2,0.12,normal,122.5,14.1
-M.SF.2.gab.tnail.trs.6s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.6,normal,114.5,12.1,lognormal,117.5,0.11,normal,119.1,12.7
-M.SF.2.gab.tnail.trs.6s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,14.6,normal,126.0,13.2,lognormal,130.5,0.12,lognormal,132.5,0.12
-M.SF.2.gab.tnail.trs.6s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.8,0.14,normal,134.6,14.5,normal,139.9,14.8,lognormal,142.7,0.12
-M.SF.2.gab.tnail.trs.6s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.1,lognormal,140.4,0.12,lognormal,147.5,0.11,normal,153.7,15.9
-M.SF.2.gab.tnail.trs.6s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,13.3,normal,118.5,12.8,normal,122.7,11.9,normal,128.6,13.7
-M.SF.2.gab.tnail.trs.6s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.4,normal,113.4,11.3,normal,115.9,11.4,lognormal,119.0,0.11
-M.SF.2.gab.tnail.trs.6s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,14.1,normal,126.6,12.8,lognormal,132.5,0.11,normal,138.3,14.9
-M.SF.2.gab.tnail.trs.6s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.5,lognormal,135.0,0.11,lognormal,141.4,0.11,normal,148.2,15.9
-M.SF.2.gab.tnail.trs.6s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.7,normal,139.5,14.6,normal,147.1,15.6,normal,154.5,16.9
-M.SF.2.gab.tnail.trs.6s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.3,lognormal,118.6,0.11,normal,122.7,11.8,normal,128.5,13.4
-M.SF.2.gab.tnail.trs.6s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,13.0,normal,113.6,11.5,normal,116.2,11.5,lognormal,119.0,0.11
-M.SF.2.gab.tnail.trs.6s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,14.1,normal,126.4,12.4,normal,131.8,12.6,normal,138.5,14.9
-M.SF.2.gab.tnail.trs.6s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,15.8,normal,134.6,13.7,lognormal,141.7,0.11,normal,149.4,17.0
-M.SF.2.gab.tnail.trs.6s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,16.1,lognormal,140.4,0.12,lognormal,147.5,0.11,normal,153.7,15.9
-M.SF.2.gab.tnail.trs.6s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,13.3,normal,118.5,12.8,normal,122.7,11.9,normal,128.6,13.7
-M.SF.2.gab.tnail.trs.6s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.4,normal,113.4,11.3,normal,115.9,11.4,lognormal,119.0,0.11
-M.SF.2.gab.tnail.trs.6s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,14.1,normal,126.6,12.8,lognormal,132.5,0.11,normal,138.3,14.9
-M.SF.2.gab.tnail.trs.6s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.5,lognormal,135.0,0.11,lognormal,141.4,0.11,normal,148.2,15.9
-M.SF.2.gab.tnail.trs.6s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.7,normal,139.5,14.6,normal,147.1,15.6,normal,154.5,16.9
-M.SF.2.gab.tnail.trs.6s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.3,lognormal,118.6,0.11,normal,122.7,11.8,normal,128.5,13.4
-M.SF.2.gab.tnail.trs.6s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,13.0,normal,113.6,11.5,normal,116.2,11.5,lognormal,119.0,0.11
-M.SF.2.gab.tnail.trs.6s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,14.1,normal,126.4,12.4,normal,131.8,12.6,normal,138.5,14.9
-M.SF.2.gab.tnail.trs.6s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,15.8,normal,134.6,13.7,lognormal,141.7,0.11,normal,149.4,17.0
-M.SF.2.gab.tnail.trs.6s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.7,0.16,normal,153.9,19.2,lognormal,165.4,0.1,lognormal,168.4,0.11
-M.SF.2.gab.tnail.trs.6s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.0,0.15,normal,135.3,16.1,lognormal,144.1,0.11,normal,145.3,15.3
-M.SF.2.gab.tnail.trs.6s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.8,0.16,normal,130.0,15.8,lognormal,139.6,0.11,lognormal,141.4,0.11
-M.SF.2.gab.tnail.trs.6s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,16.6,lognormal,142.7,0.13,normal,152.5,14.9,normal,154.2,14.9
-M.SF.2.gab.tnail.trs.6s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,normal,150.3,18.6,lognormal,160.1,0.1,lognormal,162.8,0.11
-M.SF.2.gab.tnail.trs.6s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.2,normal,153.9,19.0,lognormal,164.1,0.1,lognormal,166.3,0.1
-M.SF.2.gab.tnail.trs.6s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.9,0.15,normal,135.5,15.9,lognormal,144.0,0.11,lognormal,145.6,0.12
-M.SF.2.gab.tnail.trs.6s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.9,normal,130.5,16.3,lognormal,139.9,0.11,lognormal,141.9,0.11
-M.SF.2.gab.tnail.trs.6s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,143.1,17.2,normal,152.1,14.4,normal,154.2,14.9
-M.SF.2.gab.tnail.trs.6s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.16,normal,150.3,18.6,normal,160.5,15.7,lognormal,163.1,0.11
-M.SF.2.gab.tnail.trs.6s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,17.2,normal,153.5,18.5,lognormal,165.3,0.11,lognormal,169.1,0.12
-M.SF.2.gab.tnail.trs.6s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.9,0.15,normal,136.5,16.1,lognormal,146.1,0.11,normal,149.1,15.6
-M.SF.2.gab.tnail.trs.6s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,14.8,normal,131.0,16.5,lognormal,141.0,0.11,lognormal,144.0,0.12
-M.SF.2.gab.tnail.trs.6s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,16.1,normal,143.6,17.2,lognormal,154.3,0.11,lognormal,157.8,0.12
-M.SF.2.gab.tnail.trs.6s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,17.4,normal,150.3,17.4,lognormal,161.4,0.1,lognormal,164.8,0.11
-M.SF.2.gab.tnail.trs.6s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.4,0.16,normal,154.4,18.2,lognormal,165.5,0.1,lognormal,169.9,0.12
-M.SF.2.gab.tnail.trs.6s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.6,normal,136.1,15.9,lognormal,145.9,0.11,normal,148.8,15.7
-M.SF.2.gab.tnail.trs.6s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,14.7,normal,130.6,16.0,normal,141.0,14.8,normal,143.3,15.2
-M.SF.2.gab.tnail.trs.6s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.4,0.15,normal,143.2,16.7,normal,153.5,14.9,lognormal,156.8,0.11
-M.SF.2.gab.tnail.trs.6s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.8,0.16,lognormal,151.8,0.14,lognormal,162.5,0.11,normal,165.5,17.4
-M.SF.2.gab.tnail.trs.6s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.7,0.16,normal,153.9,19.2,lognormal,165.4,0.1,lognormal,168.4,0.11
-M.SF.2.gab.tnail.trs.6s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.0,0.15,normal,135.3,16.1,lognormal,144.1,0.11,normal,145.3,15.3
-M.SF.2.gab.tnail.trs.6s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.8,0.16,normal,130.0,15.8,lognormal,139.6,0.11,lognormal,141.4,0.11
-M.SF.2.gab.tnail.trs.6s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,16.6,lognormal,142.7,0.13,normal,152.5,14.9,normal,154.2,14.9
-M.SF.2.gab.tnail.trs.6s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,normal,150.3,18.6,lognormal,160.1,0.1,lognormal,162.8,0.11
-M.SF.2.gab.tnail.trs.6s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.2,normal,153.9,19.0,lognormal,164.1,0.1,lognormal,166.3,0.1
-M.SF.2.gab.tnail.trs.6s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.9,0.15,normal,135.5,15.9,lognormal,144.0,0.11,lognormal,145.6,0.12
-M.SF.2.gab.tnail.trs.6s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.9,normal,130.5,16.3,lognormal,139.9,0.11,lognormal,141.9,0.11
-M.SF.2.gab.tnail.trs.6s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,143.1,17.2,normal,152.1,14.4,normal,154.2,14.9
-M.SF.2.gab.tnail.trs.6s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.16,normal,150.3,18.6,normal,160.5,15.7,lognormal,163.1,0.11
-M.SF.2.gab.tnail.trs.6s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,17.2,normal,153.5,18.5,lognormal,165.3,0.11,lognormal,169.1,0.12
-M.SF.2.gab.tnail.trs.6s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.9,0.15,normal,136.5,16.1,lognormal,146.1,0.11,normal,149.1,15.6
-M.SF.2.gab.tnail.trs.6s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,14.8,normal,131.0,16.5,lognormal,141.0,0.11,lognormal,144.0,0.12
-M.SF.2.gab.tnail.trs.6s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,16.1,normal,143.6,17.2,lognormal,154.3,0.11,lognormal,157.8,0.12
-M.SF.2.gab.tnail.trs.6s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,17.4,normal,150.3,17.4,lognormal,161.4,0.1,lognormal,164.8,0.11
-M.SF.2.gab.tnail.trs.6s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.4,0.16,normal,154.4,18.2,lognormal,165.5,0.1,lognormal,169.9,0.12
-M.SF.2.gab.tnail.trs.6s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.6,normal,136.1,15.9,lognormal,145.9,0.11,normal,148.8,15.7
-M.SF.2.gab.tnail.trs.6s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,14.7,normal,130.6,16.0,normal,141.0,14.8,normal,143.3,15.2
-M.SF.2.gab.tnail.trs.6s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.4,0.15,normal,143.2,16.7,normal,153.5,14.9,lognormal,156.8,0.11
-M.SF.2.gab.tnail.trs.6s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.8,0.16,lognormal,151.8,0.14,lognormal,162.5,0.11,normal,165.5,17.4
-M.SF.2.gab.tnail.trs.8d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.1,normal,131.8,16.1,normal,143.4,15.1,lognormal,149.1,0.12
-M.SF.2.gab.tnail.trs.8d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.2,0.15,normal,113.8,13.1,lognormal,120.9,0.12,normal,122.9,14.0
-M.SF.2.gab.tnail.trs.8d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,13.1,normal,109.5,13.3,normal,116.2,11.7,lognormal,119.5,0.12
-M.SF.2.gab.tnail.trs.8d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,14.0,lognormal,121.4,0.13,lognormal,129.1,0.11,lognormal,132.4,0.12
-M.SF.2.gab.tnail.trs.8d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,15.0,normal,127.4,15.3,normal,138.0,14.5,lognormal,143.1,0.12
-M.SF.2.gab.tnail.trs.8d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,15.3,normal,131.3,15.7,lognormal,143.5,0.11,lognormal,149.1,0.12
-M.SF.2.gab.tnail.trs.8d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.3,13.3,normal,113.7,13.1,normal,120.6,13.0,normal,122.7,13.5
-M.SF.2.gab.tnail.trs.8d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,13.1,normal,109.1,12.6,normal,116.3,11.9,lognormal,119.5,0.12
-M.SF.2.gab.tnail.trs.8d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.9,14.1,lognormal,121.2,0.13,lognormal,128.8,0.11,lognormal,132.2,0.12
-M.SF.2.gab.tnail.trs.8d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.5,normal,127.8,15.5,lognormal,138.1,0.11,lognormal,143.0,0.12
-M.SF.2.gab.tnail.trs.8d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,15.5,normal,132.1,15.5,normal,145.2,15.3,normal,154.5,16.1
-M.SF.2.gab.tnail.trs.8d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,13.3,normal,114.2,12.7,lognormal,122.3,0.11,normal,128.7,13.7
-M.SF.2.gab.tnail.trs.8d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,13.0,normal,109.3,12.7,normal,115.7,11.5,lognormal,119.5,0.11
-M.SF.2.gab.tnail.trs.8d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,13.8,lognormal,122.0,0.13,normal,131.1,12.9,normal,138.5,14.5
-M.SF.2.gab.tnail.trs.8d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.5,normal,128.7,15.0,lognormal,139.8,0.11,lognormal,149.6,0.12
-M.SF.2.gab.tnail.trs.8d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,15.3,normal,132.2,15.4,lognormal,145.6,0.12,lognormal,155.0,0.12
-M.SF.2.gab.tnail.trs.8d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.8,0.15,normal,114.2,12.7,normal,122.0,12.0,normal,128.7,13.9
-M.SF.2.gab.tnail.trs.8d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,13.1,normal,109.4,12.5,normal,115.5,11.3,lognormal,119.2,0.11
-M.SF.2.gab.tnail.trs.8d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,14.4,normal,121.6,14.1,normal,130.8,12.6,normal,138.6,14.7
-M.SF.2.gab.tnail.trs.8d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.7,normal,128.6,15.2,lognormal,139.9,0.11,lognormal,148.8,0.11
-M.SF.2.gab.tnail.trs.8d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,14.3,normal,130.4,14.3,normal,139.0,13.6,lognormal,145.2,0.12
-M.SF.2.gab.tnail.trs.8d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.3,0.14,normal,110.9,11.7,normal,116.3,12.2,lognormal,120.8,0.14
-M.SF.2.gab.tnail.trs.8d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,lognormal,104.2,0.12,lognormal,108.4,0.13,lognormal,110.0,0.14
-M.SF.2.gab.tnail.trs.8d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,13.1,normal,118.9,12.7,lognormal,125.3,0.11,lognormal,130.0,0.13
-M.SF.2.gab.tnail.trs.8d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,13.6,normal,126.0,13.5,lognormal,134.6,0.11,lognormal,139.5,0.12
-M.SF.2.gab.tnail.trs.8d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,14.4,normal,130.9,14.9,lognormal,139.1,0.1,lognormal,144.9,0.12
-M.SF.2.gab.tnail.trs.8d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.2,0.14,normal,111.1,11.8,normal,116.6,12.2,lognormal,121.2,0.14
-M.SF.2.gab.tnail.trs.8d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.6,0.14,lognormal,104.5,0.12,lognormal,108.5,0.13,lognormal,110.2,0.14
-M.SF.2.gab.tnail.trs.8d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,13.0,normal,118.5,12.8,lognormal,125.3,0.11,lognormal,129.5,0.13
-M.SF.2.gab.tnail.trs.8d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,13.7,normal,126.3,13.9,lognormal,134.1,0.11,lognormal,138.9,0.12
-M.SF.2.gab.tnail.trs.8d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.1,normal,131.8,16.1,normal,143.4,15.1,lognormal,149.1,0.12
-M.SF.2.gab.tnail.trs.8d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.2,0.15,normal,113.8,13.1,lognormal,120.9,0.12,normal,122.9,14.0
-M.SF.2.gab.tnail.trs.8d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,13.1,normal,109.5,13.3,normal,116.2,11.7,lognormal,119.5,0.12
-M.SF.2.gab.tnail.trs.8d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,14.0,lognormal,121.4,0.13,lognormal,129.1,0.11,lognormal,132.4,0.12
-M.SF.2.gab.tnail.trs.8d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,15.0,normal,127.4,15.3,normal,138.0,14.5,lognormal,143.1,0.12
-M.SF.2.gab.tnail.trs.8d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,15.3,normal,131.3,15.7,lognormal,143.5,0.11,lognormal,149.1,0.12
-M.SF.2.gab.tnail.trs.8d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.3,13.3,normal,113.7,13.1,normal,120.6,13.0,normal,122.7,13.5
-M.SF.2.gab.tnail.trs.8d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,13.1,normal,109.1,12.6,normal,116.3,11.9,lognormal,119.5,0.12
-M.SF.2.gab.tnail.trs.8d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.9,14.1,lognormal,121.2,0.13,lognormal,128.8,0.11,lognormal,132.2,0.12
-M.SF.2.gab.tnail.trs.8d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.5,normal,127.8,15.5,lognormal,138.1,0.11,lognormal,143.0,0.12
-M.SF.2.gab.tnail.trs.8d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,15.5,normal,132.1,15.5,normal,145.2,15.3,normal,154.5,16.1
-M.SF.2.gab.tnail.trs.8d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,13.3,normal,114.2,12.7,lognormal,122.3,0.11,normal,128.7,13.7
-M.SF.2.gab.tnail.trs.8d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,13.0,normal,109.3,12.7,normal,115.7,11.5,lognormal,119.5,0.11
-M.SF.2.gab.tnail.trs.8d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,13.8,lognormal,122.0,0.13,normal,131.1,12.9,normal,138.5,14.5
-M.SF.2.gab.tnail.trs.8d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.5,normal,128.7,15.0,lognormal,139.8,0.11,lognormal,149.6,0.12
-M.SF.2.gab.tnail.trs.8d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,15.3,normal,132.2,15.4,lognormal,145.6,0.12,lognormal,155.0,0.12
-M.SF.2.gab.tnail.trs.8d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.8,0.15,normal,114.2,12.7,normal,122.0,12.0,normal,128.7,13.9
-M.SF.2.gab.tnail.trs.8d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,13.1,normal,109.4,12.5,normal,115.5,11.3,lognormal,119.2,0.11
-M.SF.2.gab.tnail.trs.8d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,14.4,normal,121.6,14.1,normal,130.8,12.6,normal,138.6,14.7
-M.SF.2.gab.tnail.trs.8d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.7,normal,128.6,15.2,lognormal,139.9,0.11,lognormal,148.8,0.11
-M.SF.2.gab.tnail.trs.8d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,14.3,normal,130.4,14.3,normal,139.0,13.6,lognormal,145.2,0.12
-M.SF.2.gab.tnail.trs.8d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.3,0.14,normal,110.9,11.7,normal,116.3,12.2,lognormal,120.8,0.14
-M.SF.2.gab.tnail.trs.8d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,lognormal,104.2,0.12,lognormal,108.4,0.13,lognormal,110.0,0.14
-M.SF.2.gab.tnail.trs.8d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,13.1,normal,118.9,12.7,lognormal,125.3,0.11,lognormal,130.0,0.13
-M.SF.2.gab.tnail.trs.8d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,13.6,normal,126.0,13.5,lognormal,134.6,0.11,lognormal,139.5,0.12
-M.SF.2.gab.tnail.trs.8d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,14.4,normal,130.9,14.9,lognormal,139.1,0.1,lognormal,144.9,0.12
-M.SF.2.gab.tnail.trs.8d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.2,0.14,normal,111.1,11.8,normal,116.6,12.2,lognormal,121.2,0.14
-M.SF.2.gab.tnail.trs.8d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.6,0.14,lognormal,104.5,0.12,lognormal,108.5,0.13,lognormal,110.2,0.14
-M.SF.2.gab.tnail.trs.8d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,13.0,normal,118.5,12.8,lognormal,125.3,0.11,lognormal,129.5,0.13
-M.SF.2.gab.tnail.trs.8d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,13.7,normal,126.3,13.9,lognormal,134.1,0.11,lognormal,138.9,0.12
-M.SF.2.gab.tnail.trs.8d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,15.3,normal,136.9,18.8,normal,157.7,17.0,lognormal,166.7,0.1
-M.SF.2.gab.tnail.trs.8d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.5,0.16,normal,121.9,16.5,normal,138.5,15.1,lognormal,145.2,0.11
-M.SF.2.gab.tnail.trs.8d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,13.5,normal,115.5,16.1,normal,133.9,15.1,lognormal,141.4,0.11
-M.SF.2.gab.tnail.trs.8d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.7,0.16,normal,128.1,17.9,normal,146.7,15.7,lognormal,153.9,0.1
-M.SF.2.gab.tnail.trs.8d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,15.0,normal,133.4,17.9,normal,154.0,17.0,normal,160.7,14.1
-M.SF.2.gab.tnail.trs.8d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,15.3,normal,135.9,18.4,normal,157.4,17.0,lognormal,166.2,0.1
-M.SF.2.gab.tnail.trs.8d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,13.7,normal,121.9,16.9,normal,138.9,15.6,normal,145.6,15.2
-M.SF.2.gab.tnail.trs.8d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.3,13.4,normal,115.0,15.8,normal,134.1,15.7,lognormal,142.3,0.11
-M.SF.2.gab.tnail.trs.8d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,14.5,normal,127.7,17.4,normal,147.1,16.6,lognormal,154.5,0.1
-M.SF.2.gab.tnail.trs.8d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.1,0.16,normal,133.5,18.5,normal,153.5,16.4,lognormal,161.0,0.1
-M.SF.2.gab.tnail.trs.8d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.4,0.16,normal,137.4,18.7,normal,158.3,17.3,lognormal,168.3,0.11
-M.SF.2.gab.tnail.trs.8d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.9,0.16,normal,122.9,16.6,normal,139.7,14.8,lognormal,148.4,0.11
-M.SF.2.gab.tnail.trs.8d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.9,0.15,normal,116.4,16.0,normal,134.7,15.4,lognormal,143.3,0.11
-M.SF.2.gab.tnail.trs.8d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,14.4,normal,128.7,17.8,lognormal,148.0,0.12,normal,157.8,16.8
-M.SF.2.gab.tnail.trs.8d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.8,0.16,normal,134.2,18.3,lognormal,154.6,0.12,lognormal,165.2,0.12
-M.SF.2.gab.tnail.trs.8d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,15.2,normal,137.5,18.6,normal,160.1,17.5,lognormal,169.8,0.1
-M.SF.2.gab.tnail.trs.8d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.9,0.16,normal,123.0,16.9,normal,140.3,15.2,normal,148.7,15.6
-M.SF.2.gab.tnail.trs.8d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,13.5,normal,116.1,15.8,normal,134.3,15.3,lognormal,143.3,0.12
-M.SF.2.gab.tnail.trs.8d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.2,0.15,normal,128.6,17.4,normal,148.1,15.8,lognormal,157.0,0.1
-M.SF.2.gab.tnail.trs.8d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,15.2,normal,134.3,18.3,normal,155.4,17.8,normal,165.3,17.4
-M.SF.2.gab.tnail.trs.8d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,15.3,normal,136.9,18.8,normal,157.7,17.0,lognormal,166.7,0.1
-M.SF.2.gab.tnail.trs.8d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.5,0.16,normal,121.9,16.5,normal,138.5,15.1,lognormal,145.2,0.11
-M.SF.2.gab.tnail.trs.8d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,13.5,normal,115.5,16.1,normal,133.9,15.1,lognormal,141.4,0.11
-M.SF.2.gab.tnail.trs.8d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.7,0.16,normal,128.1,17.9,normal,146.7,15.7,lognormal,153.9,0.1
-M.SF.2.gab.tnail.trs.8d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,15.0,normal,133.4,17.9,normal,154.0,17.0,normal,160.7,14.1
-M.SF.2.gab.tnail.trs.8d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,15.3,normal,135.9,18.4,normal,157.4,17.0,lognormal,166.2,0.1
-M.SF.2.gab.tnail.trs.8d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,13.7,normal,121.9,16.9,normal,138.9,15.6,normal,145.6,15.2
-M.SF.2.gab.tnail.trs.8d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.3,13.4,normal,115.0,15.8,normal,134.1,15.7,lognormal,142.3,0.11
-M.SF.2.gab.tnail.trs.8d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,14.5,normal,127.7,17.4,normal,147.1,16.6,lognormal,154.5,0.1
-M.SF.2.gab.tnail.trs.8d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.1,0.16,normal,133.5,18.5,normal,153.5,16.4,lognormal,161.0,0.1
-M.SF.2.gab.tnail.trs.8d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.4,0.16,normal,137.4,18.7,normal,158.3,17.3,lognormal,168.3,0.11
-M.SF.2.gab.tnail.trs.8d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.9,0.16,normal,122.9,16.6,normal,139.7,14.8,lognormal,148.4,0.11
-M.SF.2.gab.tnail.trs.8d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.9,0.15,normal,116.4,16.0,normal,134.7,15.4,lognormal,143.3,0.11
-M.SF.2.gab.tnail.trs.8d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,14.4,normal,128.7,17.8,lognormal,148.0,0.12,normal,157.8,16.8
-M.SF.2.gab.tnail.trs.8d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.8,0.16,normal,134.2,18.3,lognormal,154.6,0.12,lognormal,165.2,0.12
-M.SF.2.gab.tnail.trs.8d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,15.2,normal,137.5,18.6,normal,160.1,17.5,lognormal,169.8,0.1
-M.SF.2.gab.tnail.trs.8d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.9,0.16,normal,123.0,16.9,normal,140.3,15.2,normal,148.7,15.6
-M.SF.2.gab.tnail.trs.8d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,13.5,normal,116.1,15.8,normal,134.3,15.3,lognormal,143.3,0.12
-M.SF.2.gab.tnail.trs.8d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.2,0.15,normal,128.6,17.4,normal,148.1,15.8,lognormal,157.0,0.1
-M.SF.2.gab.tnail.trs.8d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,15.2,normal,134.3,18.3,normal,155.4,17.8,normal,165.3,17.4
-M.SF.2.gab.tnail.trs.8s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,16.1,normal,139.5,14.9,lognormal,145.6,0.11,normal,148.4,15.7
-M.SF.2.gab.tnail.trs.8s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.7,lognormal,118.4,0.12,lognormal,121.6,0.12,normal,122.7,13.9
-M.SF.2.gab.tnail.trs.8s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,13.5,normal,114.8,12.4,normal,118.0,12.7,normal,119.5,13.1
-M.SF.2.gab.tnail.trs.8s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,14.6,normal,126.0,13.0,lognormal,129.9,0.11,lognormal,131.7,0.12
-M.SF.2.gab.tnail.trs.8s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,15.6,lognormal,135.0,0.12,lognormal,140.4,0.12,lognormal,143.2,0.12
-M.SF.2.gab.tnail.trs.8s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.14,lognormal,139.9,0.12,lognormal,146.8,0.12,normal,149.0,16.2
-M.SF.2.gab.tnail.trs.8s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,13.6,lognormal,118.4,0.12,lognormal,121.5,0.12,normal,122.7,13.9
-M.SF.2.gab.tnail.trs.8s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.8,normal,114.7,12.3,normal,117.7,12.3,normal,119.2,12.7
-M.SF.2.gab.tnail.trs.8s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,14.5,normal,126.3,13.1,lognormal,130.2,0.11,lognormal,132.1,0.12
-M.SF.2.gab.tnail.trs.8s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,15.7,normal,134.6,14.2,normal,140.0,14.9,lognormal,143.0,0.12
-M.SF.2.gab.tnail.trs.8s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.3,normal,140.4,15.1,lognormal,147.6,0.11,normal,154.1,16.3
-M.SF.2.gab.tnail.trs.8s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,13.6,normal,118.5,12.6,normal,122.8,12.0,normal,128.7,13.7
-M.SF.2.gab.tnail.trs.8s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.3,normal,113.5,11.4,normal,116.0,11.4,lognormal,119.1,0.11
-M.SF.2.gab.tnail.trs.8s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,14.4,normal,126.8,13.1,normal,132.1,13.0,normal,138.5,14.8
-M.SF.2.gab.tnail.trs.8s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.14,normal,135.2,14.4,lognormal,142.4,0.12,lognormal,149.0,0.12
-M.SF.2.gab.tnail.trs.8s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.8,normal,139.7,14.7,lognormal,146.8,0.11,lognormal,154.3,0.12
-M.SF.2.gab.tnail.trs.8s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,13.3,lognormal,118.4,0.11,normal,122.8,11.9,normal,128.6,13.3
-M.SF.2.gab.tnail.trs.8s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.0,normal,113.5,11.4,normal,116.1,11.4,lognormal,118.8,0.11
-M.SF.2.gab.tnail.trs.8s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,14.5,normal,126.7,12.7,normal,131.8,12.7,lognormal,138.5,0.11
-M.SF.2.gab.tnail.trs.8s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,15.4,normal,134.7,13.4,normal,141.1,13.7,lognormal,149.0,0.12
-M.SF.2.gab.tnail.trs.8s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.3,normal,140.4,15.1,lognormal,147.6,0.11,normal,154.1,16.3
-M.SF.2.gab.tnail.trs.8s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,13.6,normal,118.5,12.6,normal,122.8,12.0,normal,128.7,13.7
-M.SF.2.gab.tnail.trs.8s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.3,normal,113.5,11.4,normal,116.0,11.4,lognormal,119.1,0.11
-M.SF.2.gab.tnail.trs.8s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,14.4,normal,126.8,13.1,normal,132.1,13.0,normal,138.5,14.8
-M.SF.2.gab.tnail.trs.8s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.14,normal,135.2,14.4,lognormal,142.4,0.12,lognormal,149.0,0.12
-M.SF.2.gab.tnail.trs.8s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.8,normal,139.7,14.7,lognormal,146.8,0.11,lognormal,154.3,0.12
-M.SF.2.gab.tnail.trs.8s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,13.3,lognormal,118.4,0.11,normal,122.8,11.9,normal,128.6,13.3
-M.SF.2.gab.tnail.trs.8s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.0,normal,113.5,11.4,normal,116.1,11.4,lognormal,118.8,0.11
-M.SF.2.gab.tnail.trs.8s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,14.5,normal,126.7,12.7,normal,131.8,12.7,lognormal,138.5,0.11
-M.SF.2.gab.tnail.trs.8s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,15.4,normal,134.7,13.4,normal,141.1,13.7,lognormal,149.0,0.12
-M.SF.2.gab.tnail.trs.8s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,16.1,normal,139.5,14.9,lognormal,145.6,0.11,normal,148.4,15.7
-M.SF.2.gab.tnail.trs.8s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.7,lognormal,118.4,0.12,lognormal,121.6,0.12,normal,122.7,13.9
-M.SF.2.gab.tnail.trs.8s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,13.5,normal,114.8,12.4,normal,118.0,12.7,normal,119.5,13.1
-M.SF.2.gab.tnail.trs.8s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,14.6,normal,126.0,13.0,lognormal,129.9,0.11,lognormal,131.7,0.12
-M.SF.2.gab.tnail.trs.8s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,15.6,lognormal,135.0,0.12,lognormal,140.4,0.12,lognormal,143.2,0.12
-M.SF.2.gab.tnail.trs.8s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.14,lognormal,139.9,0.12,lognormal,146.8,0.12,normal,149.0,16.2
-M.SF.2.gab.tnail.trs.8s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,13.6,lognormal,118.4,0.12,lognormal,121.5,0.12,normal,122.7,13.9
-M.SF.2.gab.tnail.trs.8s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.8,normal,114.7,12.3,normal,117.7,12.3,normal,119.2,12.7
-M.SF.2.gab.tnail.trs.8s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,14.5,normal,126.3,13.1,lognormal,130.2,0.11,lognormal,132.1,0.12
-M.SF.2.gab.tnail.trs.8s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,15.7,normal,134.6,14.2,normal,140.0,14.9,lognormal,143.0,0.12
-M.SF.2.gab.tnail.trs.8s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.3,normal,140.4,15.1,lognormal,147.6,0.11,normal,154.1,16.3
-M.SF.2.gab.tnail.trs.8s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,13.6,normal,118.5,12.6,normal,122.8,12.0,normal,128.7,13.7
-M.SF.2.gab.tnail.trs.8s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.3,normal,113.5,11.4,normal,116.0,11.4,lognormal,119.1,0.11
-M.SF.2.gab.tnail.trs.8s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,14.4,normal,126.8,13.1,normal,132.1,13.0,normal,138.5,14.8
-M.SF.2.gab.tnail.trs.8s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.14,normal,135.2,14.4,lognormal,142.4,0.12,lognormal,149.0,0.12
-M.SF.2.gab.tnail.trs.8s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.8,normal,139.7,14.7,lognormal,146.8,0.11,lognormal,154.3,0.12
-M.SF.2.gab.tnail.trs.8s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,13.3,lognormal,118.4,0.11,normal,122.8,11.9,normal,128.6,13.3
-M.SF.2.gab.tnail.trs.8s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.0,normal,113.5,11.4,normal,116.1,11.4,lognormal,118.8,0.11
-M.SF.2.gab.tnail.trs.8s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,14.5,normal,126.7,12.7,normal,131.8,12.7,lognormal,138.5,0.11
-M.SF.2.gab.tnail.trs.8s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,15.4,normal,134.7,13.4,normal,141.1,13.7,lognormal,149.0,0.12
-M.SF.2.gab.tnail.trs.8s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,16.3,normal,140.4,15.1,lognormal,147.6,0.11,normal,154.1,16.3
-M.SF.2.gab.tnail.trs.8s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,13.6,normal,118.5,12.6,normal,122.8,12.0,normal,128.7,13.7
-M.SF.2.gab.tnail.trs.8s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.3,normal,113.5,11.4,normal,116.0,11.4,lognormal,119.1,0.11
-M.SF.2.gab.tnail.trs.8s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,14.4,normal,126.8,13.1,normal,132.1,13.0,normal,138.5,14.8
-M.SF.2.gab.tnail.trs.8s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.14,normal,135.2,14.4,lognormal,142.4,0.12,lognormal,149.0,0.12
-M.SF.2.gab.tnail.trs.8s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.8,normal,139.7,14.7,lognormal,146.8,0.11,lognormal,154.3,0.12
-M.SF.2.gab.tnail.trs.8s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,13.3,lognormal,118.4,0.11,normal,122.8,11.9,normal,128.6,13.3
-M.SF.2.gab.tnail.trs.8s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.0,normal,113.5,11.4,normal,116.1,11.4,lognormal,118.8,0.11
-M.SF.2.gab.tnail.trs.8s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,14.5,normal,126.7,12.7,normal,131.8,12.7,lognormal,138.5,0.11
-M.SF.2.gab.tnail.trs.8s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,15.4,normal,134.7,13.4,normal,141.1,13.7,lognormal,149.0,0.12
-M.SF.2.gab.tnail.trs.8s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.3,0.15,normal,153.8,19.0,lognormal,163.9,0.1,lognormal,165.9,0.1
-M.SF.2.gab.tnail.trs.8s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.5,normal,135.8,16.3,lognormal,144.2,0.11,lognormal,145.6,0.11
-M.SF.2.gab.tnail.trs.8s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.1,0.16,normal,130.3,16.1,lognormal,140.0,0.11,lognormal,141.9,0.11
-M.SF.2.gab.tnail.trs.8s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,16.5,normal,142.6,17.5,lognormal,152.9,0.11,lognormal,154.7,0.11
-M.SF.2.gab.tnail.trs.8s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.5,0.16,normal,149.9,17.5,lognormal,160.6,0.1,lognormal,163.6,0.11
-M.SF.2.gab.tnail.trs.8s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.5,normal,154.2,18.9,lognormal,164.0,0.1,lognormal,167.3,0.11
-M.SF.2.gab.tnail.trs.8s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.0,0.15,normal,136.0,16.2,lognormal,144.3,0.11,normal,146.0,15.4
-M.SF.2.gab.tnail.trs.8s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.16,normal,129.9,16.0,normal,139.4,13.6,normal,140.9,13.6
-M.SF.2.gab.tnail.trs.8s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,16.6,lognormal,143.1,0.13,lognormal,152.9,0.11,lognormal,154.7,0.11
-M.SF.2.gab.tnail.trs.8s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.2,normal,150.2,18.5,lognormal,160.0,0.1,lognormal,162.6,0.1
-M.SF.2.gab.tnail.trs.8s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.2,normal,154.3,18.9,normal,165.7,17.3,lognormal,169.7,0.12
-M.SF.2.gab.tnail.trs.8s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.6,0.15,normal,136.2,15.7,lognormal,145.4,0.11,lognormal,149.4,0.12
-M.SF.2.gab.tnail.trs.8s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,14.7,normal,130.9,16.6,normal,141.0,14.9,lognormal,143.8,0.12
-M.SF.2.gab.tnail.trs.8s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.15,normal,143.5,16.6,normal,153.5,15.2,lognormal,157.0,0.11
-M.SF.2.gab.tnail.trs.8s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,17.3,normal,150.9,18.1,normal,161.0,15.9,lognormal,165.4,0.12
-M.SF.2.gab.tnail.trs.8s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,17.3,normal,155.7,19.0,normal,165.5,14.6,lognormal,169.4,0.1
-M.SF.2.gab.tnail.trs.8s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,15.9,normal,136.7,16.4,lognormal,146.3,0.11,normal,149.4,15.7
-M.SF.2.gab.tnail.trs.8s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,14.9,normal,130.7,16.3,lognormal,140.6,0.11,normal,143.2,15.4
-M.SF.2.gab.tnail.trs.8s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.8,0.15,normal,143.3,17.1,normal,153.2,15.4,normal,156.1,15.8
-M.SF.2.gab.tnail.trs.8s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,17.3,normal,150.3,17.9,lognormal,162.5,0.11,lognormal,166.0,0.12
-M.SF.2.gab.tnail.trs.8s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.3,0.15,normal,153.8,19.0,lognormal,163.9,0.1,lognormal,165.9,0.1
-M.SF.2.gab.tnail.trs.8s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.5,normal,135.8,16.3,lognormal,144.2,0.11,lognormal,145.6,0.11
-M.SF.2.gab.tnail.trs.8s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.1,0.16,normal,130.3,16.1,lognormal,140.0,0.11,lognormal,141.9,0.11
-M.SF.2.gab.tnail.trs.8s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,16.5,normal,142.6,17.5,lognormal,152.9,0.11,lognormal,154.7,0.11
-M.SF.2.gab.tnail.trs.8s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.5,0.16,normal,149.9,17.5,lognormal,160.6,0.1,lognormal,163.6,0.11
-M.SF.2.gab.tnail.trs.8s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.5,normal,154.2,18.9,lognormal,164.0,0.1,lognormal,167.3,0.11
-M.SF.2.gab.tnail.trs.8s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.0,0.15,normal,136.0,16.2,lognormal,144.3,0.11,normal,146.0,15.4
-M.SF.2.gab.tnail.trs.8s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.16,normal,129.9,16.0,normal,139.4,13.6,normal,140.9,13.6
-M.SF.2.gab.tnail.trs.8s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,16.6,lognormal,143.1,0.13,lognormal,152.9,0.11,lognormal,154.7,0.11
-M.SF.2.gab.tnail.trs.8s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.2,normal,150.2,18.5,lognormal,160.0,0.1,lognormal,162.6,0.1
-M.SF.2.gab.tnail.trs.8s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.2,normal,154.3,18.9,normal,165.7,17.3,lognormal,169.7,0.12
-M.SF.2.gab.tnail.trs.8s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.6,0.15,normal,136.2,15.7,lognormal,145.4,0.11,lognormal,149.4,0.12
-M.SF.2.gab.tnail.trs.8s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,14.7,normal,130.9,16.6,normal,141.0,14.9,lognormal,143.8,0.12
-M.SF.2.gab.tnail.trs.8s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.15,normal,143.5,16.6,normal,153.5,15.2,lognormal,157.0,0.11
-M.SF.2.gab.tnail.trs.8s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,17.3,normal,150.9,18.1,normal,161.0,15.9,lognormal,165.4,0.12
-M.SF.2.gab.tnail.trs.8s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,17.3,normal,155.7,19.0,normal,165.5,14.6,lognormal,169.4,0.1
-M.SF.2.gab.tnail.trs.8s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,15.9,normal,136.7,16.4,lognormal,146.3,0.11,normal,149.4,15.7
-M.SF.2.gab.tnail.trs.8s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,14.9,normal,130.7,16.3,lognormal,140.6,0.11,normal,143.2,15.4
-M.SF.2.gab.tnail.trs.8s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.8,0.15,normal,143.3,17.1,normal,153.2,15.4,normal,156.1,15.8
-M.SF.2.gab.tnail.trs.8s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,17.3,normal,150.3,17.9,lognormal,162.5,0.11,lognormal,166.0,0.12
-M.SF.2.hip.strap.ows.st.0.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,15.5,normal,132.5,15.5,lognormal,148.5,0.11,normal,165.7,15.0
-M.SF.2.hip.strap.ows.st.0.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,13.8,normal,116.4,13.0,normal,127.9,12.6,normal,140.6,12.6
-M.SF.2.hip.strap.ows.st.0.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,13.3,normal,110.1,12.4,lognormal,119.5,0.1,normal,128.9,11.8
-M.SF.2.hip.strap.ows.st.0.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,14.6,lognormal,123.0,0.12,lognormal,136.1,0.11,normal,150.2,13.3
-M.SF.2.hip.strap.ows.st.0.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.0,0.15,lognormal,129.2,0.13,lognormal,143.8,0.11,lognormal,160.1,0.1
-M.SF.2.hip.strap.ows.st.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.4,0.13,lognormal,134.0,0.13,lognormal,146.8,0.11,lognormal,158.4,0.11
-M.SF.2.hip.strap.ows.st.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,13.5,normal,116.7,13.0,normal,125.8,12.2,lognormal,133.9,0.1
-M.SF.2.hip.strap.ows.st.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,12.7,normal,110.7,12.6,lognormal,118.6,0.1,lognormal,123.9,0.1
-M.SF.2.hip.strap.ows.st.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.13,lognormal,123.8,0.13,lognormal,134.7,0.11,lognormal,143.6,0.1
-M.SF.2.hip.strap.ows.st.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.6,0.13,lognormal,130.3,0.13,lognormal,142.6,0.11,normal,152.9,14.4
-M.SF.2.hip.strap.ows.st.1.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.4,lognormal,133.5,0.13,lognormal,150.7,0.12,lognormal,175.0,0.11
-M.SF.2.hip.strap.ows.st.1.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,14.1,normal,119.3,14.7,lognormal,134.8,0.12,normal,153.7,15.1
-M.SF.2.hip.strap.ows.st.1.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,13.6,normal,112.2,13.7,lognormal,127.0,0.12,lognormal,146.1,0.11
-M.SF.2.hip.strap.ows.st.1.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.8,lognormal,124.9,0.13,lognormal,141.1,0.12,lognormal,162.6,0.11
-M.SF.2.hip.strap.ows.st.1.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,15.3,lognormal,130.2,0.13,lognormal,147.2,0.12,normal,170.6,18.1
-M.SF.2.hip.strap.ows.st.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.9,0.14,lognormal,135.0,0.13,lognormal,149.9,0.12,lognormal,164.4,0.12
-M.SF.2.hip.strap.ows.st.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,120.8,0.14,lognormal,133.9,0.12,lognormal,145.8,0.11
-M.SF.2.hip.strap.ows.st.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.7,0.14,lognormal,113.8,0.14,lognormal,126.6,0.13,lognormal,138.4,0.12
-M.SF.2.hip.strap.ows.st.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.2,0.14,lognormal,126.3,0.14,lognormal,140.0,0.12,lognormal,153.4,0.12
-M.SF.2.hip.strap.ows.st.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.7,0.14,lognormal,131.8,0.14,lognormal,146.2,0.12,lognormal,160.1,0.11
-M.SF.2.hip.strap.ows.su.0.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,17.1,normal,152.2,17.4,normal,166.1,17.3,normal,186.5,20.0
-M.SF.2.hip.strap.ows.su.0.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.8,0.14,normal,128.1,13.9,normal,137.6,13.8,normal,152.1,15.7
-M.SF.2.hip.strap.ows.su.0.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.0,lognormal,120.8,0.11,lognormal,127.3,0.11,lognormal,137.8,0.12
-M.SF.2.hip.strap.ows.su.0.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.1,15.4,lognormal,137.6,0.12,normal,148.5,14.6,normal,165.0,17.2
-M.SF.2.hip.strap.ows.su.0.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,16.4,normal,147.0,16.5,lognormal,159.9,0.11,normal,178.9,18.5
-M.SF.2.hip.strap.ows.su.0.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,17.1,normal,152.2,17.4,normal,166.1,17.3,normal,186.5,20.0
-M.SF.2.hip.strap.ows.su.0.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.8,0.14,normal,128.1,13.9,normal,137.6,13.8,normal,152.1,15.7
-M.SF.2.hip.strap.ows.su.0.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.0,lognormal,120.8,0.11,lognormal,127.3,0.11,lognormal,137.8,0.12
-M.SF.2.hip.strap.ows.su.0.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.1,15.4,lognormal,137.6,0.12,normal,148.5,14.6,normal,165.0,17.2
-M.SF.2.hip.strap.ows.su.0.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,16.4,normal,147.0,16.5,lognormal,159.9,0.11,normal,178.9,18.5
-M.SF.2.hip.strap.ows.su.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.8,18.2,normal,156.3,16.2,lognormal,166.3,0.11,normal,173.5,16.9
-M.SF.2.hip.strap.ows.su.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,15.9,normal,129.8,13.8,normal,135.7,13.1,lognormal,140.9,0.11
-M.SF.2.hip.strap.ows.su.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,13.1,lognormal,122.4,0.11,normal,125.3,12.4,lognormal,128.1,0.11
-M.SF.2.hip.strap.ows.su.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,17.4,normal,140.5,14.8,lognormal,147.1,0.1,normal,152.8,14.9
-M.SF.2.hip.strap.ows.su.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.5,18.4,normal,151.2,16.1,normal,158.5,14.8,lognormal,165.1,0.1
-M.SF.2.hip.strap.ows.su.1.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.6,0.15,normal,161.5,20.5,normal,185.5,21.9,normal,218.3,27.2
-M.SF.2.hip.strap.ows.su.1.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,16.4,normal,143.9,18.6,lognormal,161.3,0.12,normal,178.0,18.9
-M.SF.2.hip.strap.ows.su.1.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,15.4,normal,135.8,17.6,normal,152.0,17.1,lognormal,163.9,0.12
-M.SF.2.hip.strap.ows.su.1.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.1,0.15,normal,151.1,19.7,normal,171.0,19.3,lognormal,192.5,0.12
-M.SF.2.hip.strap.ows.su.1.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.3,0.15,normal,158.1,20.5,lognormal,181.5,0.13,lognormal,208.8,0.13
-M.SF.2.hip.strap.ows.su.1.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.6,0.15,normal,161.5,20.5,normal,185.5,21.9,normal,218.3,27.2
-M.SF.2.hip.strap.ows.su.1.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,16.4,normal,143.9,18.6,lognormal,161.3,0.12,normal,178.0,18.9
-M.SF.2.hip.strap.ows.su.1.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,15.4,normal,135.8,17.6,normal,152.0,17.1,lognormal,163.9,0.12
-M.SF.2.hip.strap.ows.su.1.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.1,0.15,normal,151.1,19.7,normal,171.0,19.3,lognormal,192.5,0.12
-M.SF.2.hip.strap.ows.su.1.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.3,0.15,normal,158.1,20.5,lognormal,181.5,0.13,lognormal,208.8,0.13
-M.SF.2.hip.strap.ows.su.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.3,19.5,normal,171.8,19.4,normal,186.1,18.1,lognormal,196.5,0.11
-M.SF.2.hip.strap.ows.su.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,150.4,17.5,normal,150.8,16.9,lognormal,161.8,0.11,lognormal,167.5,0.12
-M.SF.2.hip.strap.ows.su.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,16.7,normal,143.9,16.6,normal,153.5,15.4,normal,158.3,16.1
-M.SF.2.hip.strap.ows.su.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,160.1,0.13,lognormal,160.5,0.13,lognormal,172.4,0.11,normal,179.2,18.9
-M.SF.2.hip.strap.ows.su.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,normal,167.5,19.4,normal,168.1,19.3,lognormal,181.8,0.11,normal,189.3,18.8
-M.SF.2.hip.strap.trs.6d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.3,0.15,normal,137.2,16.8,normal,154.2,15.8,normal,173.6,16.6
-M.SF.2.hip.strap.trs.6d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.9,0.15,normal,118.3,13.3,normal,129.6,11.8,normal,145.3,14.1
-M.SF.2.hip.strap.trs.6d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,13.4,normal,113.2,13.3,normal,122.5,11.8,normal,133.0,13.0
-M.SF.2.hip.strap.trs.6d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.4,normal,125.6,14.4,normal,139.2,13.3,normal,156.4,14.6
-M.SF.2.hip.strap.trs.6d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.1,normal,133.0,15.5,normal,148.7,14.8,normal,167.8,16.2
-M.SF.2.hip.strap.trs.6d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,15.6,normal,136.7,16.2,normal,154.6,16.2,normal,173.8,16.3
-M.SF.2.hip.strap.trs.6d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.8,0.15,normal,118.2,13.1,lognormal,130.1,0.1,lognormal,145.4,0.1
-M.SF.2.hip.strap.trs.6d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.3,0.15,normal,113.0,13.1,normal,122.6,11.5,lognormal,132.7,0.1
-M.SF.2.hip.strap.trs.6d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.4,normal,125.6,14.1,normal,139.1,13.1,normal,156.3,14.9
-M.SF.2.hip.strap.trs.6d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.8,0.15,normal,133.1,15.8,normal,148.4,14.7,lognormal,167.5,0.1
-M.SF.2.hip.strap.trs.6d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.8,normal,136.7,16.0,normal,153.4,14.8,normal,176.1,15.9
-M.SF.2.hip.strap.trs.6d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.2,0.15,normal,117.9,13.3,normal,128.4,11.1,normal,147.0,12.5
-M.SF.2.hip.strap.trs.6d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,13.3,normal,112.6,12.7,normal,121.8,11.7,normal,134.2,12.0
-M.SF.2.hip.strap.trs.6d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.3,normal,125.3,14.3,normal,138.0,12.6,normal,157.9,13.4
-M.SF.2.hip.strap.trs.6d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,14.9,normal,132.9,16.0,normal,147.8,14.1,lognormal,169.5,0.09
-M.SF.2.hip.strap.trs.6d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.6,normal,136.5,16.1,normal,153.3,14.8,normal,176.3,15.6
-M.SF.2.hip.strap.trs.6d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.15,normal,117.9,13.4,normal,128.4,11.3,normal,147.1,13.1
-M.SF.2.hip.strap.trs.6d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,13.3,normal,112.6,12.6,lognormal,121.5,0.1,lognormal,134.5,0.1
-M.SF.2.hip.strap.trs.6d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.6,normal,125.2,14.1,lognormal,138.2,0.1,normal,158.1,13.2
-M.SF.2.hip.strap.trs.6d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.3,0.15,normal,132.4,15.3,normal,147.9,14.7,lognormal,169.2,0.09
-M.SF.2.hip.strap.trs.6d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.8,0.15,normal,136.6,16.3,normal,151.7,14.3,lognormal,174.7,0.09
-M.SF.2.hip.strap.trs.6d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.0,0.14,normal,116.9,12.6,normal,127.9,11.2,lognormal,147.9,0.1
-M.SF.2.hip.strap.trs.6d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.8,0.14,normal,111.9,12.8,lognormal,121.3,0.1,lognormal,135.4,0.1
-M.SF.2.hip.strap.trs.6d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.8,13.2,normal,124.3,13.6,lognormal,137.6,0.1,normal,159.1,14.1
-M.SF.2.hip.strap.trs.6d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,14.2,normal,132.0,15.1,lognormal,146.5,0.1,normal,168.7,14.6
-M.SF.2.hip.strap.trs.6d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,14.9,normal,136.8,16.6,normal,151.9,14.7,lognormal,174.7,0.09
-M.SF.2.hip.strap.trs.6d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.2,12.4,normal,117.0,12.6,normal,128.1,11.4,lognormal,148.6,0.1
-M.SF.2.hip.strap.trs.6d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.8,0.14,normal,111.9,12.7,lognormal,121.2,0.1,normal,135.2,12.2
-M.SF.2.hip.strap.trs.6d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,13.2,normal,124.6,13.9,normal,136.9,12.3,normal,158.6,13.7
-M.SF.2.hip.strap.trs.6d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.1,normal,132.3,15.3,normal,146.3,13.4,normal,169.1,15.3
-M.SF.2.hip.strap.trs.6d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.3,0.15,normal,137.2,16.8,normal,154.2,15.8,normal,173.6,16.6
-M.SF.2.hip.strap.trs.6d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.9,0.15,normal,118.3,13.3,normal,129.6,11.8,normal,145.3,14.1
-M.SF.2.hip.strap.trs.6d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,13.4,normal,113.2,13.3,normal,122.5,11.8,normal,133.0,13.0
-M.SF.2.hip.strap.trs.6d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.4,normal,125.6,14.4,normal,139.2,13.3,normal,156.4,14.6
-M.SF.2.hip.strap.trs.6d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.1,normal,133.0,15.5,normal,148.7,14.8,normal,167.8,16.2
-M.SF.2.hip.strap.trs.6d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,15.6,normal,136.7,16.2,normal,154.6,16.2,normal,173.8,16.3
-M.SF.2.hip.strap.trs.6d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.8,0.15,normal,118.2,13.1,lognormal,130.1,0.1,lognormal,145.4,0.1
-M.SF.2.hip.strap.trs.6d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.3,0.15,normal,113.0,13.1,normal,122.6,11.5,lognormal,132.7,0.1
-M.SF.2.hip.strap.trs.6d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.4,normal,125.6,14.1,normal,139.1,13.1,normal,156.3,14.9
-M.SF.2.hip.strap.trs.6d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.8,0.15,normal,133.1,15.8,normal,148.4,14.7,lognormal,167.5,0.1
-M.SF.2.hip.strap.trs.6d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.8,normal,136.7,16.0,normal,153.4,14.8,normal,176.1,15.9
-M.SF.2.hip.strap.trs.6d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.2,0.15,normal,117.9,13.3,normal,128.4,11.1,normal,147.0,12.5
-M.SF.2.hip.strap.trs.6d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,13.3,normal,112.6,12.7,normal,121.8,11.7,normal,134.2,12.0
-M.SF.2.hip.strap.trs.6d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.3,normal,125.3,14.3,normal,138.0,12.6,normal,157.9,13.4
-M.SF.2.hip.strap.trs.6d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,14.9,normal,132.9,16.0,normal,147.8,14.1,lognormal,169.5,0.09
-M.SF.2.hip.strap.trs.6d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.6,normal,136.5,16.1,normal,153.3,14.8,normal,176.3,15.6
-M.SF.2.hip.strap.trs.6d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.15,normal,117.9,13.4,normal,128.4,11.3,normal,147.1,13.1
-M.SF.2.hip.strap.trs.6d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,13.3,normal,112.6,12.6,lognormal,121.5,0.1,lognormal,134.5,0.1
-M.SF.2.hip.strap.trs.6d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.6,normal,125.2,14.1,lognormal,138.2,0.1,normal,158.1,13.2
-M.SF.2.hip.strap.trs.6d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.3,0.15,normal,132.4,15.3,normal,147.9,14.7,lognormal,169.2,0.09
-M.SF.2.hip.strap.trs.6d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.8,0.15,normal,136.6,16.3,normal,151.7,14.3,lognormal,174.7,0.09
-M.SF.2.hip.strap.trs.6d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.0,0.14,normal,116.9,12.6,normal,127.9,11.2,lognormal,147.9,0.1
-M.SF.2.hip.strap.trs.6d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.8,0.14,normal,111.9,12.8,lognormal,121.3,0.1,lognormal,135.4,0.1
-M.SF.2.hip.strap.trs.6d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.8,13.2,normal,124.3,13.6,lognormal,137.6,0.1,normal,159.1,14.1
-M.SF.2.hip.strap.trs.6d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,14.2,normal,132.0,15.1,lognormal,146.5,0.1,normal,168.7,14.6
-M.SF.2.hip.strap.trs.6d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,14.9,normal,136.8,16.6,normal,151.9,14.7,lognormal,174.7,0.09
-M.SF.2.hip.strap.trs.6d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.2,12.4,normal,117.0,12.6,normal,128.1,11.4,lognormal,148.6,0.1
-M.SF.2.hip.strap.trs.6d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.8,0.14,normal,111.9,12.7,lognormal,121.2,0.1,normal,135.2,12.2
-M.SF.2.hip.strap.trs.6d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,13.2,normal,124.6,13.9,normal,136.9,12.3,normal,158.6,13.7
-M.SF.2.hip.strap.trs.6d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.1,normal,132.3,15.3,normal,146.3,13.4,normal,169.1,15.3
-M.SF.2.hip.strap.trs.6d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,15.7,normal,139.8,18.6,normal,162.5,19.0,normal,190.4,18.3
-M.SF.2.hip.strap.trs.6d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.0,0.16,normal,124.9,16.5,normal,143.7,16.4,lognormal,163.5,0.1
-M.SF.2.hip.strap.trs.6d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,13.8,normal,117.8,15.8,normal,137.4,17.2,normal,159.1,15.1
-M.SF.2.hip.strap.trs.6d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.7,normal,131.3,17.7,normal,151.1,17.4,normal,173.2,15.4
-M.SF.2.hip.strap.trs.6d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,15.2,normal,136.4,17.9,normal,158.4,18.1,lognormal,182.9,0.1
-M.SF.2.hip.strap.trs.6d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.5,0.15,normal,139.1,17.8,normal,162.7,19.4,lognormal,190.1,0.1
-M.SF.2.hip.strap.trs.6d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.1,0.16,normal,125.0,16.5,normal,143.8,17.2,lognormal,163.8,0.11
-M.SF.2.hip.strap.trs.6d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,13.3,normal,117.8,16.1,normal,137.1,16.7,normal,158.8,14.7
-M.SF.2.hip.strap.trs.6d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.9,normal,131.0,17.7,normal,151.3,17.5,lognormal,173.7,0.1
-M.SF.2.hip.strap.trs.6d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.3,0.16,normal,136.5,18.1,normal,158.3,18.4,lognormal,184.1,0.1
-M.SF.2.hip.strap.trs.6d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,16.0,normal,139.5,18.3,normal,161.6,18.5,normal,190.5,19.9
-M.SF.2.hip.strap.trs.6d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.6,0.16,normal,125.2,16.3,normal,143.0,15.8,lognormal,164.7,0.1
-M.SF.2.hip.strap.trs.6d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,13.8,lognormal,118.3,0.15,normal,136.3,16.0,normal,158.4,15.5
-M.SF.2.hip.strap.trs.6d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,14.9,normal,130.8,16.9,normal,150.5,17.7,lognormal,174.8,0.11
-M.SF.2.hip.strap.trs.6d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,15.2,normal,136.9,18.0,normal,158.0,18.2,normal,183.5,17.8
-M.SF.2.hip.strap.trs.6d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.9,normal,139.4,18.3,normal,162.0,18.9,lognormal,189.5,0.11
-M.SF.2.hip.strap.trs.6d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,14.5,normal,125.2,16.3,lognormal,143.7,0.12,lognormal,164.9,0.1
-M.SF.2.hip.strap.trs.6d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,13.7,lognormal,118.2,0.15,normal,136.1,15.8,normal,157.9,14.9
-M.SF.2.hip.strap.trs.6d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.9,normal,130.9,17.3,normal,150.6,17.3,normal,174.8,17.1
-M.SF.2.hip.strap.trs.6d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,15.5,lognormal,137.3,0.15,normal,157.9,18.2,lognormal,183.0,0.11
-M.SF.2.hip.strap.trs.6d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,15.7,normal,139.8,18.6,normal,162.5,19.0,normal,190.4,18.3
-M.SF.2.hip.strap.trs.6d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.0,0.16,normal,124.9,16.5,normal,143.7,16.4,lognormal,163.5,0.1
-M.SF.2.hip.strap.trs.6d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,13.8,normal,117.8,15.8,normal,137.4,17.2,normal,159.1,15.1
-M.SF.2.hip.strap.trs.6d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.7,normal,131.3,17.7,normal,151.1,17.4,normal,173.2,15.4
-M.SF.2.hip.strap.trs.6d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,15.2,normal,136.4,17.9,normal,158.4,18.1,lognormal,182.9,0.1
-M.SF.2.hip.strap.trs.6d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.5,0.15,normal,139.1,17.8,normal,162.7,19.4,lognormal,190.1,0.1
-M.SF.2.hip.strap.trs.6d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.1,0.16,normal,125.0,16.5,normal,143.8,17.2,lognormal,163.8,0.11
-M.SF.2.hip.strap.trs.6d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,13.3,normal,117.8,16.1,normal,137.1,16.7,normal,158.8,14.7
-M.SF.2.hip.strap.trs.6d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.9,normal,131.0,17.7,normal,151.3,17.5,lognormal,173.7,0.1
-M.SF.2.hip.strap.trs.6d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.3,0.16,normal,136.5,18.1,normal,158.3,18.4,lognormal,184.1,0.1
-M.SF.2.hip.strap.trs.6d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,16.0,normal,139.5,18.3,normal,161.6,18.5,normal,190.5,19.9
-M.SF.2.hip.strap.trs.6d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.6,0.16,normal,125.2,16.3,normal,143.0,15.8,lognormal,164.7,0.1
-M.SF.2.hip.strap.trs.6d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,13.8,lognormal,118.3,0.15,normal,136.3,16.0,normal,158.4,15.5
-M.SF.2.hip.strap.trs.6d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,14.9,normal,130.8,16.9,normal,150.5,17.7,lognormal,174.8,0.11
-M.SF.2.hip.strap.trs.6d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,15.2,normal,136.9,18.0,normal,158.0,18.2,normal,183.5,17.8
-M.SF.2.hip.strap.trs.6d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.9,normal,139.4,18.3,normal,162.0,18.9,lognormal,189.5,0.11
-M.SF.2.hip.strap.trs.6d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,14.5,normal,125.2,16.3,lognormal,143.7,0.12,lognormal,164.9,0.1
-M.SF.2.hip.strap.trs.6d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,13.7,lognormal,118.2,0.15,normal,136.1,15.8,normal,157.9,14.9
-M.SF.2.hip.strap.trs.6d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.9,normal,130.9,17.3,normal,150.6,17.3,normal,174.8,17.1
-M.SF.2.hip.strap.trs.6d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,15.5,lognormal,137.3,0.15,normal,157.9,18.2,lognormal,183.0,0.11
-M.SF.2.hip.strap.trs.6s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,17.0,normal,148.2,15.8,lognormal,162.7,0.11,normal,183.7,20.0
-M.SF.2.hip.strap.trs.6s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.5,0.14,normal,123.9,12.5,normal,133.0,12.2,normal,149.1,15.1
-M.SF.2.hip.strap.trs.6s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.9,0.14,lognormal,120.3,0.11,normal,125.5,11.5,lognormal,136.1,0.11
-M.SF.2.hip.strap.trs.6s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,15.0,lognormal,133.3,0.11,normal,145.2,14.5,normal,161.2,15.3
-M.SF.2.hip.strap.trs.6s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,16.0,lognormal,143.3,0.12,normal,155.3,15.3,normal,174.2,17.9
-M.SF.2.hip.strap.trs.6s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,17.0,normal,148.4,15.9,normal,161.4,15.5,lognormal,184.3,0.13
-M.SF.2.hip.strap.trs.6s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.5,0.14,normal,124.2,12.4,normal,133.3,12.2,normal,149.4,15.4
-M.SF.2.hip.strap.trs.6s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,14.1,normal,119.6,12.1,normal,125.3,11.7,normal,135.9,14.3
-M.SF.2.hip.strap.trs.6s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,15.1,normal,133.6,14.1,normal,144.4,13.4,normal,161.0,15.8
-M.SF.2.hip.strap.trs.6s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,16.0,normal,143.6,15.6,normal,155.8,14.8,normal,174.6,17.9
-M.SF.2.hip.strap.trs.6s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.0,normal,147.9,15.5,normal,160.0,15.0,normal,187.8,18.3
-M.SF.2.hip.strap.trs.6s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,13.7,normal,123.0,12.5,normal,131.3,11.7,normal,153.3,15.3
-M.SF.2.hip.strap.trs.6s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,13.5,normal,119.2,12.0,normal,124.3,11.3,lognormal,139.5,0.11
-M.SF.2.hip.strap.trs.6s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.9,lognormal,132.7,0.11,lognormal,142.5,0.1,normal,165.5,15.9
-M.SF.2.hip.strap.trs.6s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.6,normal,142.6,15.2,normal,154.2,14.4,normal,179.4,17.6
-M.SF.2.hip.strap.trs.6s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,16.6,normal,147.7,15.6,normal,160.1,15.1,normal,187.2,17.8
-M.SF.2.hip.strap.trs.6s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,13.7,normal,123.0,12.5,normal,131.5,12.0,normal,153.3,15.2
-M.SF.2.hip.strap.trs.6s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.2,normal,119.2,11.9,normal,124.5,11.4,lognormal,139.9,0.11
-M.SF.2.hip.strap.trs.6s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.0,normal,132.1,13.1,lognormal,142.4,0.1,normal,165.9,16.3
-M.SF.2.hip.strap.trs.6s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.7,0.14,normal,142.9,14.8,normal,153.2,13.7,normal,179.2,16.9
-M.SF.2.hip.strap.trs.6s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.0,normal,147.9,15.5,normal,160.0,15.0,normal,187.8,18.3
-M.SF.2.hip.strap.trs.6s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,13.7,normal,123.0,12.5,normal,131.3,11.7,normal,153.3,15.3
-M.SF.2.hip.strap.trs.6s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,13.5,normal,119.2,12.0,normal,124.3,11.3,lognormal,139.5,0.11
-M.SF.2.hip.strap.trs.6s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.9,lognormal,132.7,0.11,lognormal,142.5,0.1,normal,165.5,15.9
-M.SF.2.hip.strap.trs.6s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.6,normal,142.6,15.2,normal,154.2,14.4,normal,179.4,17.6
-M.SF.2.hip.strap.trs.6s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,16.6,normal,147.7,15.6,normal,160.1,15.1,normal,187.2,17.8
-M.SF.2.hip.strap.trs.6s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,13.7,normal,123.0,12.5,normal,131.5,12.0,normal,153.3,15.2
-M.SF.2.hip.strap.trs.6s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.2,normal,119.2,11.9,normal,124.5,11.4,lognormal,139.9,0.11
-M.SF.2.hip.strap.trs.6s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.0,normal,132.1,13.1,lognormal,142.4,0.1,normal,165.9,16.3
-M.SF.2.hip.strap.trs.6s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.7,0.14,normal,142.9,14.8,normal,153.2,13.7,normal,179.2,16.9
-M.SF.2.hip.strap.trs.6s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,17.0,normal,148.2,15.8,lognormal,162.7,0.11,normal,183.7,20.0
-M.SF.2.hip.strap.trs.6s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.5,0.14,normal,123.9,12.5,normal,133.0,12.2,normal,149.1,15.1
-M.SF.2.hip.strap.trs.6s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.9,0.14,lognormal,120.3,0.11,normal,125.5,11.5,lognormal,136.1,0.11
-M.SF.2.hip.strap.trs.6s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,15.0,lognormal,133.3,0.11,normal,145.2,14.5,normal,161.2,15.3
-M.SF.2.hip.strap.trs.6s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,16.0,lognormal,143.3,0.12,normal,155.3,15.3,normal,174.2,17.9
-M.SF.2.hip.strap.trs.6s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,17.0,normal,148.4,15.9,normal,161.4,15.5,lognormal,184.3,0.13
-M.SF.2.hip.strap.trs.6s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.5,0.14,normal,124.2,12.4,normal,133.3,12.2,normal,149.4,15.4
-M.SF.2.hip.strap.trs.6s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,14.1,normal,119.6,12.1,normal,125.3,11.7,normal,135.9,14.3
-M.SF.2.hip.strap.trs.6s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,15.1,normal,133.6,14.1,normal,144.4,13.4,normal,161.0,15.8
-M.SF.2.hip.strap.trs.6s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,16.0,normal,143.6,15.6,normal,155.8,14.8,normal,174.6,17.9
-M.SF.2.hip.strap.trs.6s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.0,normal,147.9,15.5,normal,160.0,15.0,normal,187.8,18.3
-M.SF.2.hip.strap.trs.6s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,13.7,normal,123.0,12.5,normal,131.3,11.7,normal,153.3,15.3
-M.SF.2.hip.strap.trs.6s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,13.5,normal,119.2,12.0,normal,124.3,11.3,lognormal,139.5,0.11
-M.SF.2.hip.strap.trs.6s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.9,lognormal,132.7,0.11,lognormal,142.5,0.1,normal,165.5,15.9
-M.SF.2.hip.strap.trs.6s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.6,normal,142.6,15.2,normal,154.2,14.4,normal,179.4,17.6
-M.SF.2.hip.strap.trs.6s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,16.6,normal,147.7,15.6,normal,160.1,15.1,normal,187.2,17.8
-M.SF.2.hip.strap.trs.6s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,13.7,normal,123.0,12.5,normal,131.5,12.0,normal,153.3,15.2
-M.SF.2.hip.strap.trs.6s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.2,normal,119.2,11.9,normal,124.5,11.4,lognormal,139.9,0.11
-M.SF.2.hip.strap.trs.6s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.0,normal,132.1,13.1,lognormal,142.4,0.1,normal,165.9,16.3
-M.SF.2.hip.strap.trs.6s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.7,0.14,normal,142.9,14.8,normal,153.2,13.7,normal,179.2,16.9
-M.SF.2.hip.strap.trs.6s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.0,normal,147.9,15.5,normal,160.0,15.0,normal,187.8,18.3
-M.SF.2.hip.strap.trs.6s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,13.7,normal,123.0,12.5,normal,131.3,11.7,normal,153.3,15.3
-M.SF.2.hip.strap.trs.6s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,13.5,normal,119.2,12.0,normal,124.3,11.3,lognormal,139.5,0.11
-M.SF.2.hip.strap.trs.6s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.9,lognormal,132.7,0.11,lognormal,142.5,0.1,normal,165.5,15.9
-M.SF.2.hip.strap.trs.6s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.6,normal,142.6,15.2,normal,154.2,14.4,normal,179.4,17.6
-M.SF.2.hip.strap.trs.6s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,16.6,normal,147.7,15.6,normal,160.1,15.1,normal,187.2,17.8
-M.SF.2.hip.strap.trs.6s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,13.7,normal,123.0,12.5,normal,131.5,12.0,normal,153.3,15.2
-M.SF.2.hip.strap.trs.6s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.2,normal,119.2,11.9,normal,124.5,11.4,lognormal,139.9,0.11
-M.SF.2.hip.strap.trs.6s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.0,normal,132.1,13.1,lognormal,142.4,0.1,normal,165.9,16.3
-M.SF.2.hip.strap.trs.6s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.7,0.14,normal,142.9,14.8,normal,153.2,13.7,normal,179.2,16.9
-M.SF.2.hip.strap.trs.6s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,18.0,normal,161.2,20.9,normal,187.1,21.7,normal,216.6,18.5
-M.SF.2.hip.strap.trs.6s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.5,0.15,normal,141.7,17.4,normal,159.7,17.3,normal,179.9,19.1
-M.SF.2.hip.strap.trs.6s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,15.5,normal,136.5,18.2,normal,156.4,19.0,lognormal,174.3,0.12
-M.SF.2.hip.strap.trs.6s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,17.1,normal,151.3,19.9,lognormal,171.9,0.12,lognormal,196.4,0.12
-M.SF.2.hip.strap.trs.6s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,17.8,normal,157.5,20.1,normal,180.8,20.3,lognormal,209.8,0.11
-M.SF.2.hip.strap.trs.6s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.5,0.15,normal,161.9,20.7,normal,187.9,23.2,normal,215.7,19.4
-M.SF.2.hip.strap.trs.6s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.4,0.15,normal,142.0,17.6,normal,159.1,16.8,lognormal,180.2,0.12
-M.SF.2.hip.strap.trs.6s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,15.3,lognormal,136.6,0.15,normal,157.4,19.1,normal,173.4,18.1
-M.SF.2.hip.strap.trs.6s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,17.1,normal,151.2,19.6,normal,169.9,17.9,lognormal,196.5,0.13
-M.SF.2.hip.strap.trs.6s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.5,0.15,normal,158.1,20.5,normal,181.1,21.0,normal,210.5,21.7
-M.SF.2.hip.strap.trs.6s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.0,18.1,normal,162.6,21.2,normal,186.9,22.5,normal,214.1,16.0
-M.SF.2.hip.strap.trs.6s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.3,0.15,normal,142.5,17.6,lognormal,158.8,0.11,lognormal,182.9,0.12
-M.SF.2.hip.strap.trs.6s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.4,lognormal,137.3,0.15,normal,156.8,18.5,normal,171.7,16.9
-M.SF.2.hip.strap.trs.6s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,17.2,normal,151.4,19.7,normal,170.9,18.3,lognormal,197.5,0.11
-M.SF.2.hip.strap.trs.6s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.4,0.15,normal,158.2,20.0,normal,180.6,19.7,normal,210.1,19.7
-M.SF.2.hip.strap.trs.6s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,18.1,normal,162.5,20.4,lognormal,186.7,0.13,normal,216.2,16.5
-M.SF.2.hip.strap.trs.6s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.5,0.15,normal,142.3,16.9,normal,158.7,16.3,lognormal,183.1,0.12
-M.SF.2.hip.strap.trs.6s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.3,normal,136.4,18.0,normal,156.4,18.1,normal,170.7,16.5
-M.SF.2.hip.strap.trs.6s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,17.2,normal,151.3,19.5,normal,170.1,17.6,normal,198.3,21.3
-M.SF.2.hip.strap.trs.6s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.9,normal,158.6,20.5,normal,180.1,19.6,normal,208.9,18.2
-M.SF.2.hip.strap.trs.6s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,18.0,normal,161.2,20.9,normal,187.1,21.7,normal,216.6,18.5
-M.SF.2.hip.strap.trs.6s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.5,0.15,normal,141.7,17.4,normal,159.7,17.3,normal,179.9,19.1
-M.SF.2.hip.strap.trs.6s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,15.5,normal,136.5,18.2,normal,156.4,19.0,lognormal,174.3,0.12
-M.SF.2.hip.strap.trs.6s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,17.1,normal,151.3,19.9,lognormal,171.9,0.12,lognormal,196.4,0.12
-M.SF.2.hip.strap.trs.6s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,17.8,normal,157.5,20.1,normal,180.8,20.3,lognormal,209.8,0.11
-M.SF.2.hip.strap.trs.6s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.5,0.15,normal,161.9,20.7,normal,187.9,23.2,normal,215.7,19.4
-M.SF.2.hip.strap.trs.6s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.4,0.15,normal,142.0,17.6,normal,159.1,16.8,lognormal,180.2,0.12
-M.SF.2.hip.strap.trs.6s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,15.3,lognormal,136.6,0.15,normal,157.4,19.1,normal,173.4,18.1
-M.SF.2.hip.strap.trs.6s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,17.1,normal,151.2,19.6,normal,169.9,17.9,lognormal,196.5,0.13
-M.SF.2.hip.strap.trs.6s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.5,0.15,normal,158.1,20.5,normal,181.1,21.0,normal,210.5,21.7
-M.SF.2.hip.strap.trs.6s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.0,18.1,normal,162.6,21.2,normal,186.9,22.5,normal,214.1,16.0
-M.SF.2.hip.strap.trs.6s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.3,0.15,normal,142.5,17.6,lognormal,158.8,0.11,lognormal,182.9,0.12
-M.SF.2.hip.strap.trs.6s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.4,lognormal,137.3,0.15,normal,156.8,18.5,normal,171.7,16.9
-M.SF.2.hip.strap.trs.6s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,17.2,normal,151.4,19.7,normal,170.9,18.3,lognormal,197.5,0.11
-M.SF.2.hip.strap.trs.6s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.4,0.15,normal,158.2,20.0,normal,180.6,19.7,normal,210.1,19.7
-M.SF.2.hip.strap.trs.6s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,18.1,normal,162.5,20.4,lognormal,186.7,0.13,normal,216.2,16.5
-M.SF.2.hip.strap.trs.6s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.5,0.15,normal,142.3,16.9,normal,158.7,16.3,lognormal,183.1,0.12
-M.SF.2.hip.strap.trs.6s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.3,normal,136.4,18.0,normal,156.4,18.1,normal,170.7,16.5
-M.SF.2.hip.strap.trs.6s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,17.2,normal,151.3,19.5,normal,170.1,17.6,normal,198.3,21.3
-M.SF.2.hip.strap.trs.6s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.9,normal,158.6,20.5,normal,180.1,19.6,normal,208.9,18.2
-M.SF.2.hip.strap.trs.8d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,15.3,normal,138.0,17.3,normal,156.4,17.5,normal,181.7,18.1
-M.SF.2.hip.strap.trs.8d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.8,0.15,normal,119.1,13.7,normal,131.0,12.7,normal,149.4,15.8
-M.SF.2.hip.strap.trs.8d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.15,normal,113.7,13.4,normal,123.5,11.9,normal,136.1,14.2
-M.SF.2.hip.strap.trs.8d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.4,normal,126.4,14.8,normal,141.1,14.7,normal,161.5,16.3
-M.SF.2.hip.strap.trs.8d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,15.4,normal,133.3,15.9,normal,150.9,16.0,normal,175.4,18.1
-M.SF.2.hip.strap.trs.8d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.4,0.15,normal,137.9,16.9,lognormal,156.4,0.12,normal,184.0,20.9
-M.SF.2.hip.strap.trs.8d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.8,0.15,normal,119.0,13.8,normal,131.1,12.8,lognormal,149.2,0.11
-M.SF.2.hip.strap.trs.8d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.2,0.15,normal,113.6,13.1,normal,123.4,12.1,normal,135.9,14.2
-M.SF.2.hip.strap.trs.8d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,14.2,normal,126.2,14.7,normal,141.5,14.6,normal,161.2,15.0
-M.SF.2.hip.strap.trs.8d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,15.0,normal,134.0,16.5,normal,151.1,16.9,normal,176.0,19.0
-M.SF.2.hip.strap.trs.8d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,16.1,normal,138.5,17.1,normal,155.0,14.9,normal,189.2,19.4
-M.SF.2.hip.strap.trs.8d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,13.5,normal,118.7,13.5,normal,129.5,11.7,normal,153.2,15.2
-M.SF.2.hip.strap.trs.8d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.1,13.4,normal,113.5,12.7,normal,122.8,11.7,normal,139.6,13.9
-M.SF.2.hip.strap.trs.8d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.2,normal,125.9,14.2,normal,139.5,13.3,lognormal,165.7,0.1
-M.SF.2.hip.strap.trs.8d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.0,normal,134.0,16.2,normal,149.9,15.0,normal,179.1,16.9
-M.SF.2.hip.strap.trs.8d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,16.0,normal,138.0,16.5,normal,154.7,14.9,normal,189.2,19.2
-M.SF.2.hip.strap.trs.8d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,13.5,normal,118.3,13.3,normal,129.5,11.8,normal,152.9,15.1
-M.SF.2.hip.strap.trs.8d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,13.2,normal,113.9,12.9,lognormal,122.9,0.1,lognormal,139.9,0.11
-M.SF.2.hip.strap.trs.8d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.2,normal,126.0,14.5,normal,140.0,13.8,lognormal,165.8,0.1
-M.SF.2.hip.strap.trs.8d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,15.4,normal,133.7,16.2,normal,149.9,15.5,lognormal,179.7,0.1
-M.SF.2.hip.strap.trs.8d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,14.5,normal,137.6,16.5,normal,155.9,16.5,normal,188.7,18.0
-M.SF.2.hip.strap.trs.8d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.0,0.14,normal,118.3,13.2,normal,129.5,11.9,lognormal,153.9,0.11
-M.SF.2.hip.strap.trs.8d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.9,0.14,normal,113.5,13.1,normal,122.6,11.7,normal,140.7,14.9
-M.SF.2.hip.strap.trs.8d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.8,13.0,normal,126.7,15.1,normal,139.6,13.6,normal,166.1,15.8
-M.SF.2.hip.strap.trs.8d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,14.1,normal,134.1,15.9,normal,149.6,15.1,lognormal,180.1,0.11
-M.SF.2.hip.strap.trs.8d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,14.6,normal,137.7,16.5,normal,156.0,16.5,normal,188.7,18.0
-M.SF.2.hip.strap.trs.8d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.0,0.14,normal,118.8,13.6,normal,129.5,11.8,normal,154.5,15.6
-M.SF.2.hip.strap.trs.8d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,90.0,0.14,normal,113.7,13.2,normal,122.8,11.8,lognormal,140.1,0.11
-M.SF.2.hip.strap.trs.8d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,13.1,normal,126.4,15.0,normal,140.0,13.7,lognormal,165.4,0.1
-M.SF.2.hip.strap.trs.8d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.2,14.0,normal,134.2,16.2,normal,149.4,14.9,normal,180.1,17.3
-M.SF.2.hip.strap.trs.8d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,15.3,normal,138.0,17.3,normal,156.4,17.5,normal,181.7,18.1
-M.SF.2.hip.strap.trs.8d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.8,0.15,normal,119.1,13.7,normal,131.0,12.7,normal,149.4,15.8
-M.SF.2.hip.strap.trs.8d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.15,normal,113.7,13.4,normal,123.5,11.9,normal,136.1,14.2
-M.SF.2.hip.strap.trs.8d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.4,normal,126.4,14.8,normal,141.1,14.7,normal,161.5,16.3
-M.SF.2.hip.strap.trs.8d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,15.4,normal,133.3,15.9,normal,150.9,16.0,normal,175.4,18.1
-M.SF.2.hip.strap.trs.8d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.4,0.15,normal,137.9,16.9,lognormal,156.4,0.12,normal,184.0,20.9
-M.SF.2.hip.strap.trs.8d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.8,0.15,normal,119.0,13.8,normal,131.1,12.8,lognormal,149.2,0.11
-M.SF.2.hip.strap.trs.8d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.2,0.15,normal,113.6,13.1,normal,123.4,12.1,normal,135.9,14.2
-M.SF.2.hip.strap.trs.8d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,14.2,normal,126.2,14.7,normal,141.5,14.6,normal,161.2,15.0
-M.SF.2.hip.strap.trs.8d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,15.0,normal,134.0,16.5,normal,151.1,16.9,normal,176.0,19.0
-M.SF.2.hip.strap.trs.8d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,16.1,normal,138.5,17.1,normal,155.0,14.9,normal,189.2,19.4
-M.SF.2.hip.strap.trs.8d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,13.5,normal,118.7,13.5,normal,129.5,11.7,normal,153.2,15.2
-M.SF.2.hip.strap.trs.8d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.1,13.4,normal,113.5,12.7,normal,122.8,11.7,normal,139.6,13.9
-M.SF.2.hip.strap.trs.8d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.2,normal,125.9,14.2,normal,139.5,13.3,lognormal,165.7,0.1
-M.SF.2.hip.strap.trs.8d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.0,normal,134.0,16.2,normal,149.9,15.0,normal,179.1,16.9
-M.SF.2.hip.strap.trs.8d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,16.0,normal,138.0,16.5,normal,154.7,14.9,normal,189.2,19.2
-M.SF.2.hip.strap.trs.8d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,13.5,normal,118.3,13.3,normal,129.5,11.8,normal,152.9,15.1
-M.SF.2.hip.strap.trs.8d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,13.2,normal,113.9,12.9,lognormal,122.9,0.1,lognormal,139.9,0.11
-M.SF.2.hip.strap.trs.8d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.2,normal,126.0,14.5,normal,140.0,13.8,lognormal,165.8,0.1
-M.SF.2.hip.strap.trs.8d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,15.4,normal,133.7,16.2,normal,149.9,15.5,lognormal,179.7,0.1
-M.SF.2.hip.strap.trs.8d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,14.5,normal,137.6,16.5,normal,155.9,16.5,normal,188.7,18.0
-M.SF.2.hip.strap.trs.8d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.0,0.14,normal,118.3,13.2,normal,129.5,11.9,lognormal,153.9,0.11
-M.SF.2.hip.strap.trs.8d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.9,0.14,normal,113.5,13.1,normal,122.6,11.7,normal,140.7,14.9
-M.SF.2.hip.strap.trs.8d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.8,13.0,normal,126.7,15.1,normal,139.6,13.6,normal,166.1,15.8
-M.SF.2.hip.strap.trs.8d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,14.1,normal,134.1,15.9,normal,149.6,15.1,lognormal,180.1,0.11
-M.SF.2.hip.strap.trs.8d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,14.6,normal,137.7,16.5,normal,156.0,16.5,normal,188.7,18.0
-M.SF.2.hip.strap.trs.8d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.0,0.14,normal,118.8,13.6,normal,129.5,11.8,normal,154.5,15.6
-M.SF.2.hip.strap.trs.8d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,90.0,0.14,normal,113.7,13.2,normal,122.8,11.8,lognormal,140.1,0.11
-M.SF.2.hip.strap.trs.8d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,13.1,normal,126.4,15.0,normal,140.0,13.7,lognormal,165.4,0.1
-M.SF.2.hip.strap.trs.8d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.2,14.0,normal,134.2,16.2,normal,149.4,14.9,normal,180.1,17.3
-M.SF.2.hip.strap.trs.8d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,16.0,normal,141.0,19.0,normal,165.0,20.2,normal,222.0,22.6
-M.SF.2.hip.strap.trs.8d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.1,0.16,normal,126.2,17.5,normal,147.6,18.8,lognormal,181.3,0.12
-M.SF.2.hip.strap.trs.8d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,13.5,normal,119.0,16.7,normal,139.9,18.4,normal,173.6,17.7
-M.SF.2.hip.strap.trs.8d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.9,normal,131.7,17.4,normal,155.7,20.4,normal,198.4,22.1
-M.SF.2.hip.strap.trs.8d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.5,normal,137.4,18.8,normal,161.9,20.7,normal,208.9,20.0
-M.SF.2.hip.strap.trs.8d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,16.0,normal,140.7,18.9,normal,166.5,22.0,normal,217.3,20.4
-M.SF.2.hip.strap.trs.8d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.0,0.16,lognormal,126.2,0.15,normal,147.6,18.9,lognormal,180.2,0.12
-M.SF.2.hip.strap.trs.8d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,13.7,normal,119.1,16.7,normal,139.5,18.0,normal,173.4,18.5
-M.SF.2.hip.strap.trs.8d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.8,lognormal,132.5,0.15,normal,156.1,20.5,lognormal,197.4,0.12
-M.SF.2.hip.strap.trs.8d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,15.4,normal,138.1,19.2,normal,162.0,20.3,normal,207.8,19.8
-M.SF.2.hip.strap.trs.8d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.16,normal,141.9,18.9,normal,166.9,21.4,lognormal,220.2,0.1
-M.SF.2.hip.strap.trs.8d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,14.5,normal,126.9,17.8,normal,146.9,17.3,lognormal,180.9,0.11
-M.SF.2.hip.strap.trs.8d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,13.8,lognormal,119.3,0.15,normal,140.6,18.6,normal,171.6,16.3
-M.SF.2.hip.strap.trs.8d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.6,0.16,normal,132.2,17.6,normal,155.5,19.6,lognormal,198.2,0.12
-M.SF.2.hip.strap.trs.8d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,15.5,normal,138.6,18.9,normal,161.7,20.7,lognormal,213.0,0.11
-M.SF.2.hip.strap.trs.8d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.8,normal,141.4,18.3,normal,166.9,21.9,normal,216.7,18.2
-M.SF.2.hip.strap.trs.8d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,14.4,normal,126.9,17.3,normal,146.8,17.7,lognormal,182.4,0.12
-M.SF.2.hip.strap.trs.8d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,96.4,0.16,normal,119.2,16.1,normal,140.5,18.8,normal,171.8,16.8
-M.SF.2.hip.strap.trs.8d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.4,0.16,normal,132.8,18.1,normal,155.7,20.0,lognormal,198.4,0.12
-M.SF.2.hip.strap.trs.8d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,15.4,lognormal,138.6,0.16,normal,162.0,20.8,normal,208.1,17.9
-M.SF.2.hip.strap.trs.8d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,16.0,normal,141.0,19.0,normal,165.0,20.2,normal,222.0,22.6
-M.SF.2.hip.strap.trs.8d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.1,0.16,normal,126.2,17.5,normal,147.6,18.8,lognormal,181.3,0.12
-M.SF.2.hip.strap.trs.8d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,13.5,normal,119.0,16.7,normal,139.9,18.4,normal,173.6,17.7
-M.SF.2.hip.strap.trs.8d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.9,normal,131.7,17.4,normal,155.7,20.4,normal,198.4,22.1
-M.SF.2.hip.strap.trs.8d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.5,normal,137.4,18.8,normal,161.9,20.7,normal,208.9,20.0
-M.SF.2.hip.strap.trs.8d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,16.0,normal,140.7,18.9,normal,166.5,22.0,normal,217.3,20.4
-M.SF.2.hip.strap.trs.8d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.0,0.16,lognormal,126.2,0.15,normal,147.6,18.9,lognormal,180.2,0.12
-M.SF.2.hip.strap.trs.8d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,13.7,normal,119.1,16.7,normal,139.5,18.0,normal,173.4,18.5
-M.SF.2.hip.strap.trs.8d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.8,lognormal,132.5,0.15,normal,156.1,20.5,lognormal,197.4,0.12
-M.SF.2.hip.strap.trs.8d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,15.4,normal,138.1,19.2,normal,162.0,20.3,normal,207.8,19.8
-M.SF.2.hip.strap.trs.8d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.16,normal,141.9,18.9,normal,166.9,21.4,lognormal,220.2,0.1
-M.SF.2.hip.strap.trs.8d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,14.5,normal,126.9,17.8,normal,146.9,17.3,lognormal,180.9,0.11
-M.SF.2.hip.strap.trs.8d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,13.8,lognormal,119.3,0.15,normal,140.6,18.6,normal,171.6,16.3
-M.SF.2.hip.strap.trs.8d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.6,0.16,normal,132.2,17.6,normal,155.5,19.6,lognormal,198.2,0.12
-M.SF.2.hip.strap.trs.8d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,15.5,normal,138.6,18.9,normal,161.7,20.7,lognormal,213.0,0.11
-M.SF.2.hip.strap.trs.8d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.8,normal,141.4,18.3,normal,166.9,21.9,normal,216.7,18.2
-M.SF.2.hip.strap.trs.8d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,14.4,normal,126.9,17.3,normal,146.8,17.7,lognormal,182.4,0.12
-M.SF.2.hip.strap.trs.8d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,96.4,0.16,normal,119.2,16.1,normal,140.5,18.8,normal,171.8,16.8
-M.SF.2.hip.strap.trs.8d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.4,0.16,normal,132.8,18.1,normal,155.7,20.0,lognormal,198.4,0.12
-M.SF.2.hip.strap.trs.8d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,15.4,lognormal,138.6,0.16,normal,162.0,20.8,normal,208.1,17.9
-M.SF.2.hip.strap.trs.8s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,16.8,lognormal,148.6,0.12,normal,162.5,16.8,normal,183.2,20.3
-M.SF.2.hip.strap.trs.8s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.3,0.14,normal,124.3,12.7,lognormal,133.7,0.1,normal,149.6,15.2
-M.SF.2.hip.strap.trs.8s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,14.0,normal,119.9,12.1,lognormal,125.8,0.1,lognormal,136.1,0.11
-M.SF.2.hip.strap.trs.8s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,15.0,normal,133.5,13.6,normal,145.0,14.2,normal,162.0,16.6
-M.SF.2.hip.strap.trs.8s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.14,normal,143.2,15.5,normal,155.3,14.6,normal,175.1,17.8
-M.SF.2.hip.strap.trs.8s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,16.6,lognormal,148.9,0.12,normal,162.7,17.0,normal,182.6,19.6
-M.SF.2.hip.strap.trs.8s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.3,0.14,normal,124.0,12.4,normal,133.1,12.2,lognormal,149.1,0.11
-M.SF.2.hip.strap.trs.8s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,13.9,lognormal,120.4,0.11,normal,125.5,11.5,lognormal,136.0,0.11
-M.SF.2.hip.strap.trs.8s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.8,0.14,normal,133.3,13.3,normal,144.7,13.9,normal,161.6,16.2
-M.SF.2.hip.strap.trs.8s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,15.7,lognormal,143.2,0.12,normal,155.3,15.3,normal,174.4,17.3
-M.SF.2.hip.strap.trs.8s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,16.4,normal,148.5,16.0,normal,159.3,14.0,normal,188.8,19.2
-M.SF.2.hip.strap.trs.8s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.7,normal,122.9,12.4,normal,131.2,11.6,normal,153.8,15.4
-M.SF.2.hip.strap.trs.8s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.4,normal,119.0,11.8,normal,124.5,11.6,lognormal,140.0,0.11
-M.SF.2.hip.strap.trs.8s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,14.8,lognormal,132.4,0.11,normal,142.5,13.3,lognormal,164.9,0.1
-M.SF.2.hip.strap.trs.8s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.8,lognormal,142.3,0.11,normal,153.5,14.1,lognormal,179.8,0.1
-M.SF.2.hip.strap.trs.8s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,16.3,normal,148.0,15.8,normal,159.7,14.8,normal,187.4,18.3
-M.SF.2.hip.strap.trs.8s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.2,0.14,normal,123.0,12.2,normal,131.3,11.6,normal,153.7,15.2
-M.SF.2.hip.strap.trs.8s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.5,normal,119.1,11.9,normal,124.6,11.5,lognormal,139.8,0.11
-M.SF.2.hip.strap.trs.8s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.8,lognormal,132.8,0.11,normal,143.0,13.1,normal,166.3,15.7
-M.SF.2.hip.strap.trs.8s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.2,normal,141.8,14.6,normal,153.3,13.6,normal,179.7,17.4
-M.SF.2.hip.strap.trs.8s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,16.4,normal,148.5,16.0,normal,159.3,14.0,normal,188.8,19.2
-M.SF.2.hip.strap.trs.8s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.7,normal,122.9,12.4,normal,131.2,11.6,normal,153.8,15.4
-M.SF.2.hip.strap.trs.8s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.4,normal,119.0,11.8,normal,124.5,11.6,lognormal,140.0,0.11
-M.SF.2.hip.strap.trs.8s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,14.8,lognormal,132.4,0.11,normal,142.5,13.3,lognormal,164.9,0.1
-M.SF.2.hip.strap.trs.8s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.8,lognormal,142.3,0.11,normal,153.5,14.1,lognormal,179.8,0.1
-M.SF.2.hip.strap.trs.8s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,16.3,normal,148.0,15.8,normal,159.7,14.8,normal,187.4,18.3
-M.SF.2.hip.strap.trs.8s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.2,0.14,normal,123.0,12.2,normal,131.3,11.6,normal,153.7,15.2
-M.SF.2.hip.strap.trs.8s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.5,normal,119.1,11.9,normal,124.6,11.5,lognormal,139.8,0.11
-M.SF.2.hip.strap.trs.8s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.8,lognormal,132.8,0.11,normal,143.0,13.1,normal,166.3,15.7
-M.SF.2.hip.strap.trs.8s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.2,normal,141.8,14.6,normal,153.3,13.6,normal,179.7,17.4
-M.SF.2.hip.strap.trs.8s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,16.8,lognormal,148.6,0.12,normal,162.5,16.8,normal,183.2,20.3
-M.SF.2.hip.strap.trs.8s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.3,0.14,normal,124.3,12.7,lognormal,133.7,0.1,normal,149.6,15.2
-M.SF.2.hip.strap.trs.8s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,14.0,normal,119.9,12.1,lognormal,125.8,0.1,lognormal,136.1,0.11
-M.SF.2.hip.strap.trs.8s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,15.0,normal,133.5,13.6,normal,145.0,14.2,normal,162.0,16.6
-M.SF.2.hip.strap.trs.8s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.14,normal,143.2,15.5,normal,155.3,14.6,normal,175.1,17.8
-M.SF.2.hip.strap.trs.8s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,16.6,lognormal,148.9,0.12,normal,162.7,17.0,normal,182.6,19.6
-M.SF.2.hip.strap.trs.8s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.3,0.14,normal,124.0,12.4,normal,133.1,12.2,lognormal,149.1,0.11
-M.SF.2.hip.strap.trs.8s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,13.9,lognormal,120.4,0.11,normal,125.5,11.5,lognormal,136.0,0.11
-M.SF.2.hip.strap.trs.8s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.8,0.14,normal,133.3,13.3,normal,144.7,13.9,normal,161.6,16.2
-M.SF.2.hip.strap.trs.8s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,15.7,lognormal,143.2,0.12,normal,155.3,15.3,normal,174.4,17.3
-M.SF.2.hip.strap.trs.8s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,16.4,normal,148.5,16.0,normal,159.3,14.0,normal,188.8,19.2
-M.SF.2.hip.strap.trs.8s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.7,normal,122.9,12.4,normal,131.2,11.6,normal,153.8,15.4
-M.SF.2.hip.strap.trs.8s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.4,normal,119.0,11.8,normal,124.5,11.6,lognormal,140.0,0.11
-M.SF.2.hip.strap.trs.8s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,14.8,lognormal,132.4,0.11,normal,142.5,13.3,lognormal,164.9,0.1
-M.SF.2.hip.strap.trs.8s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.8,lognormal,142.3,0.11,normal,153.5,14.1,lognormal,179.8,0.1
-M.SF.2.hip.strap.trs.8s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,16.3,normal,148.0,15.8,normal,159.7,14.8,normal,187.4,18.3
-M.SF.2.hip.strap.trs.8s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.2,0.14,normal,123.0,12.2,normal,131.3,11.6,normal,153.7,15.2
-M.SF.2.hip.strap.trs.8s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.5,normal,119.1,11.9,normal,124.6,11.5,lognormal,139.8,0.11
-M.SF.2.hip.strap.trs.8s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.8,lognormal,132.8,0.11,normal,143.0,13.1,normal,166.3,15.7
-M.SF.2.hip.strap.trs.8s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.2,normal,141.8,14.6,normal,153.3,13.6,normal,179.7,17.4
-M.SF.2.hip.strap.trs.8s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,16.4,normal,148.5,16.0,normal,159.3,14.0,normal,188.8,19.2
-M.SF.2.hip.strap.trs.8s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.7,normal,122.9,12.4,normal,131.2,11.6,normal,153.8,15.4
-M.SF.2.hip.strap.trs.8s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.4,normal,119.0,11.8,normal,124.5,11.6,lognormal,140.0,0.11
-M.SF.2.hip.strap.trs.8s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,14.8,lognormal,132.4,0.11,normal,142.5,13.3,lognormal,164.9,0.1
-M.SF.2.hip.strap.trs.8s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.8,lognormal,142.3,0.11,normal,153.5,14.1,lognormal,179.8,0.1
-M.SF.2.hip.strap.trs.8s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,16.3,normal,148.0,15.8,normal,159.7,14.8,normal,187.4,18.3
-M.SF.2.hip.strap.trs.8s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.2,0.14,normal,123.0,12.2,normal,131.3,11.6,normal,153.7,15.2
-M.SF.2.hip.strap.trs.8s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.5,normal,119.1,11.9,normal,124.6,11.5,lognormal,139.8,0.11
-M.SF.2.hip.strap.trs.8s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.8,lognormal,132.8,0.11,normal,143.0,13.1,normal,166.3,15.7
-M.SF.2.hip.strap.trs.8s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.2,normal,141.8,14.6,normal,153.3,13.6,normal,179.7,17.4
-M.SF.2.hip.strap.trs.8s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.3,0.16,normal,161.4,20.6,normal,188.2,23.6,normal,223.1,22.8
-M.SF.2.hip.strap.trs.8s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,16.5,normal,142.5,17.8,lognormal,159.9,0.12,normal,180.5,20.4
-M.SF.2.hip.strap.trs.8s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,15.4,normal,136.9,18.5,normal,156.1,18.1,lognormal,174.0,0.11
-M.SF.2.hip.strap.trs.8s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,16.7,normal,149.9,19.4,normal,170.9,19.6,normal,195.8,21.1
-M.SF.2.hip.strap.trs.8s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,17.6,normal,157.6,20.1,normal,181.3,20.9,normal,209.6,18.9
-M.SF.2.hip.strap.trs.8s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.6,normal,161.3,21.0,normal,186.5,22.2,normal,217.3,20.7
-M.SF.2.hip.strap.trs.8s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,16.7,normal,142.8,18.1,normal,159.6,17.0,lognormal,180.7,0.12
-M.SF.2.hip.strap.trs.8s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.9,0.16,normal,136.2,17.8,normal,156.3,18.4,lognormal,174.1,0.12
-M.SF.2.hip.strap.trs.8s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,150.1,19.3,normal,170.2,18.0,lognormal,198.4,0.13
-M.SF.2.hip.strap.trs.8s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,17.6,normal,157.4,20.0,normal,180.7,20.2,normal,210.6,21.8
-M.SF.2.hip.strap.trs.8s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.2,18.2,lognormal,162.9,0.15,normal,186.5,21.1,normal,219.3,19.0
-M.SF.2.hip.strap.trs.8s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.15,normal,142.2,17.0,normal,159.3,17.0,lognormal,183.4,0.12
-M.SF.2.hip.strap.trs.8s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.6,normal,137.2,18.2,normal,156.4,18.4,lognormal,171.3,0.1
-M.SF.2.hip.strap.trs.8s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,16.7,normal,150.8,19.1,lognormal,171.6,0.12,lognormal,196.4,0.11
-M.SF.2.hip.strap.trs.8s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,17.7,normal,159.2,20.5,lognormal,180.5,0.12,normal,211.2,19.8
-M.SF.2.hip.strap.trs.8s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,18.0,normal,163.3,21.6,normal,188.0,21.4,lognormal,223.2,0.11
-M.SF.2.hip.strap.trs.8s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.9,0.15,normal,142.6,17.5,normal,159.3,16.6,lognormal,183.5,0.12
-M.SF.2.hip.strap.trs.8s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.5,lognormal,137.2,0.15,lognormal,156.6,0.13,normal,171.3,16.8
-M.SF.2.hip.strap.trs.8s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,16.9,normal,150.9,19.1,lognormal,170.7,0.12,lognormal,198.6,0.12
-M.SF.2.hip.strap.trs.8s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.8,normal,158.1,20.0,lognormal,180.9,0.12,normal,213.1,20.2
-M.SF.2.hip.strap.trs.8s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.3,0.16,normal,161.4,20.6,normal,188.2,23.6,normal,223.1,22.8
-M.SF.2.hip.strap.trs.8s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,16.5,normal,142.5,17.8,lognormal,159.9,0.12,normal,180.5,20.4
-M.SF.2.hip.strap.trs.8s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,15.4,normal,136.9,18.5,normal,156.1,18.1,lognormal,174.0,0.11
-M.SF.2.hip.strap.trs.8s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,16.7,normal,149.9,19.4,normal,170.9,19.6,normal,195.8,21.1
-M.SF.2.hip.strap.trs.8s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,17.6,normal,157.6,20.1,normal,181.3,20.9,normal,209.6,18.9
-M.SF.2.hip.strap.trs.8s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.6,normal,161.3,21.0,normal,186.5,22.2,normal,217.3,20.7
-M.SF.2.hip.strap.trs.8s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,16.7,normal,142.8,18.1,normal,159.6,17.0,lognormal,180.7,0.12
-M.SF.2.hip.strap.trs.8s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.9,0.16,normal,136.2,17.8,normal,156.3,18.4,lognormal,174.1,0.12
-M.SF.2.hip.strap.trs.8s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.8,0.15,normal,150.1,19.3,normal,170.2,18.0,lognormal,198.4,0.13
-M.SF.2.hip.strap.trs.8s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,17.6,normal,157.4,20.0,normal,180.7,20.2,normal,210.6,21.8
-M.SF.2.hip.strap.trs.8s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.2,18.2,lognormal,162.9,0.15,normal,186.5,21.1,normal,219.3,19.0
-M.SF.2.hip.strap.trs.8s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.15,normal,142.2,17.0,normal,159.3,17.0,lognormal,183.4,0.12
-M.SF.2.hip.strap.trs.8s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.6,normal,137.2,18.2,normal,156.4,18.4,lognormal,171.3,0.1
-M.SF.2.hip.strap.trs.8s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,16.7,normal,150.8,19.1,lognormal,171.6,0.12,lognormal,196.4,0.11
-M.SF.2.hip.strap.trs.8s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,17.7,normal,159.2,20.5,lognormal,180.5,0.12,normal,211.2,19.8
-M.SF.2.hip.strap.trs.8s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,18.0,normal,163.3,21.6,normal,188.0,21.4,lognormal,223.2,0.11
-M.SF.2.hip.strap.trs.8s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.9,0.15,normal,142.6,17.5,normal,159.3,16.6,lognormal,183.5,0.12
-M.SF.2.hip.strap.trs.8s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.5,lognormal,137.2,0.15,lognormal,156.6,0.13,normal,171.3,16.8
-M.SF.2.hip.strap.trs.8s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,16.9,normal,150.9,19.1,lognormal,170.7,0.12,lognormal,198.6,0.12
-M.SF.2.hip.strap.trs.8s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.8,normal,158.1,20.0,lognormal,180.9,0.12,normal,213.1,20.2
-M.SF.2.hip.tnail.ows.st.0.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.4,lognormal,132.6,0.13,lognormal,147.7,0.11,lognormal,160.7,0.1
-M.SF.2.hip.tnail.ows.st.0.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.15,normal,116.5,13.0,lognormal,126.6,0.1,lognormal,133.6,0.11
-M.SF.2.hip.tnail.ows.st.0.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,13.5,normal,110.1,12.5,normal,118.8,11.6,lognormal,124.5,0.11
-M.SF.2.hip.tnail.ows.st.0.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.4,normal,122.9,14.2,normal,135.0,13.1,lognormal,144.4,0.11
-M.SF.2.hip.tnail.ows.st.0.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,14.9,normal,128.9,15.0,lognormal,143.4,0.11,normal,154.6,14.7
-M.SF.2.hip.tnail.ows.st.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.9,0.13,lognormal,133.1,0.13,lognormal,142.9,0.11,normal,146.0,15.4
-M.SF.2.hip.tnail.ows.st.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,13.2,normal,115.7,13.0,normal,122.6,13.4,normal,124.4,13.9
-M.SF.2.hip.tnail.ows.st.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,12.7,lognormal,110.5,0.13,normal,116.5,11.4,normal,118.3,11.7
-M.SF.2.hip.tnail.ows.st.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.13,lognormal,122.8,0.13,normal,130.4,14.0,normal,133.0,14.6
-M.SF.2.hip.tnail.ows.st.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.1,0.13,lognormal,129.3,0.13,lognormal,138.3,0.11,normal,141.0,14.7
-M.SF.2.hip.tnail.ows.st.1.null.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.5,0.15,lognormal,133.7,0.13,lognormal,150.6,0.12,lognormal,174.5,0.12
-M.SF.2.hip.tnail.ows.st.1.null.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,14.2,lognormal,119.3,0.13,lognormal,134.9,0.12,lognormal,152.7,0.11
-M.SF.2.hip.tnail.ows.st.1.null.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,13.5,normal,112.1,13.5,lognormal,127.1,0.12,lognormal,145.5,0.11
-M.SF.2.hip.tnail.ows.st.1.null.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.9,lognormal,125.0,0.13,lognormal,141.0,0.12,lognormal,160.7,0.11
-M.SF.2.hip.tnail.ows.st.1.null.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,15.3,normal,130.2,15.8,lognormal,147.6,0.12,lognormal,168.7,0.11
-M.SF.2.hip.tnail.ows.st.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,16.6,lognormal,134.6,0.13,lognormal,146.2,0.12,lognormal,151.7,0.12
-M.SF.2.hip.tnail.ows.st.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.13,lognormal,120.2,0.14,lognormal,130.4,0.12,lognormal,134.7,0.12
-M.SF.2.hip.tnail.ows.st.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.3,0.14,lognormal,113.4,0.14,lognormal,123.3,0.12,lognormal,127.6,0.12
-M.SF.2.hip.tnail.ows.st.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.9,0.14,lognormal,126.0,0.14,normal,136.2,14.4,normal,140.8,14.9
-M.SF.2.hip.tnail.ows.st.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.3,0.14,lognormal,131.4,0.14,lognormal,143.0,0.12,lognormal,148.2,0.12
-M.SF.2.hip.tnail.ows.su.0.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,17.2,normal,150.9,16.7,normal,160.1,15.8,lognormal,165.7,0.11
-M.SF.2.hip.tnail.ows.su.0.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,14.5,normal,126.8,13.4,lognormal,132.4,0.11,normal,134.3,14.4
-M.SF.2.hip.tnail.ows.su.0.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.7,lognormal,120.0,0.11,lognormal,123.7,0.11,normal,125.0,13.2
-M.SF.2.hip.tnail.ows.su.0.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,15.4,lognormal,136.8,0.12,lognormal,143.2,0.11,normal,146.0,15.5
-M.SF.2.hip.tnail.ows.su.0.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,16.5,lognormal,146.0,0.12,normal,153.3,14.7,lognormal,157.8,0.11
-M.SF.2.hip.tnail.ows.su.0.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,17.2,normal,150.9,16.7,normal,160.1,15.8,lognormal,165.7,0.11
-M.SF.2.hip.tnail.ows.su.0.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,14.5,normal,126.8,13.4,lognormal,132.4,0.11,normal,134.3,14.4
-M.SF.2.hip.tnail.ows.su.0.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.7,lognormal,120.0,0.11,lognormal,123.7,0.11,normal,125.0,13.2
-M.SF.2.hip.tnail.ows.su.0.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,15.4,lognormal,136.8,0.12,lognormal,143.2,0.11,normal,146.0,15.5
-M.SF.2.hip.tnail.ows.su.0.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,16.5,lognormal,146.0,0.12,normal,153.3,14.7,lognormal,157.8,0.11
-M.SF.2.hip.tnail.ows.su.0.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.7,0.12,lognormal,146.0,0.11,normal,146.2,15.4,normal,146.3,15.4
-M.SF.2.hip.tnail.ows.su.0.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,14.2,normal,124.2,13.9,normal,124.5,14.0,lognormal,124.7,0.12
-M.SF.2.hip.tnail.ows.su.0.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,11.7,lognormal,118.2,0.1,normal,118.4,11.7,lognormal,118.5,0.1
-M.SF.2.hip.tnail.ows.su.0.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,14.8,normal,132.7,14.6,normal,133.2,14.7,lognormal,133.3,0.12
-M.SF.2.hip.tnail.ows.su.0.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,15.1,normal,140.8,14.8,normal,141.2,14.8,normal,141.3,14.8
-M.SF.2.hip.tnail.ows.su.1.0.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.8,0.15,normal,161.2,20.6,normal,179.8,19.5,lognormal,188.6,0.11
-M.SF.2.hip.tnail.ows.su.1.0.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.6,0.15,normal,142.8,17.9,normal,156.5,17.0,normal,162.6,17.7
-M.SF.2.hip.tnail.ows.su.1.0.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.2,0.16,normal,135.7,17.5,normal,149.1,15.7,normal,154.7,15.5
-M.SF.2.hip.tnail.ows.su.1.0.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.6,normal,150.4,19.2,normal,165.6,17.9,normal,172.9,18.5
-M.SF.2.hip.tnail.ows.su.1.0.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.5,0.15,normal,157.5,19.9,normal,174.7,18.7,normal,182.3,17.8
-M.SF.2.hip.tnail.ows.su.1.1.null.null.cshl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.8,0.15,normal,161.2,20.6,normal,179.8,19.5,lognormal,188.6,0.11
-M.SF.2.hip.tnail.ows.su.1.1.null.null.cshl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.6,0.15,normal,142.8,17.9,normal,156.5,17.0,normal,162.6,17.7
-M.SF.2.hip.tnail.ows.su.1.1.null.null.cshl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.2,0.16,normal,135.7,17.5,normal,149.1,15.7,normal,154.7,15.5
-M.SF.2.hip.tnail.ows.su.1.1.null.null.cshl.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.6,normal,150.4,19.2,normal,165.6,17.9,normal,172.9,18.5
-M.SF.2.hip.tnail.ows.su.1.1.null.null.cshl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.5,0.15,normal,157.5,19.9,normal,174.7,18.7,normal,182.3,17.8
-M.SF.2.hip.tnail.ows.su.1.null.null.null.smtl.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.7,0.12,lognormal,151.8,0.12,lognormal,152.6,0.12,lognormal,152.7,0.13
-M.SF.2.hip.tnail.ows.su.1.null.null.null.smtl.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.6,0.12,lognormal,134.7,0.12,lognormal,135.1,0.12,lognormal,135.2,0.12
-M.SF.2.hip.tnail.ows.su.1.null.null.null.smtl.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.6,0.12,lognormal,127.7,0.13,lognormal,128.1,0.12,lognormal,128.2,0.12
-M.SF.2.hip.tnail.ows.su.1.null.null.null.smtl.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.1,0.12,lognormal,141.2,0.12,normal,141.3,15.0,lognormal,141.6,0.12
-M.SF.2.hip.tnail.ows.su.1.null.null.null.smtl.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.2,0.12,lognormal,148.3,0.12,lognormal,148.8,0.12,lognormal,148.9,0.12
-M.SF.2.hip.tnail.trs.6d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.5,normal,136.7,16.4,normal,150.7,14.6,normal,158.6,15.7
-M.SF.2.hip.tnail.trs.6d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.1,0.15,normal,117.6,13.1,normal,125.6,11.6,lognormal,129.6,0.11
-M.SF.2.hip.tnail.trs.6d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,13.4,normal,113.0,13.2,lognormal,120.9,0.11,normal,123.8,12.9
-M.SF.2.hip.tnail.trs.6d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.6,normal,125.3,14.5,lognormal,135.6,0.1,lognormal,140.6,0.11
-M.SF.2.hip.tnail.trs.6d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.3,normal,133.1,16.0,normal,145.4,14.1,normal,152.5,15.2
-M.SF.2.hip.tnail.trs.6d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,15.4,normal,137.2,17.1,normal,152.2,15.7,normal,159.7,15.4
-M.SF.2.hip.tnail.trs.6d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.9,0.15,normal,117.8,13.5,normal,125.8,11.7,lognormal,129.6,0.11
-M.SF.2.hip.tnail.trs.6d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.3,0.15,normal,112.9,12.8,lognormal,120.9,0.11,normal,124.0,13.0
-M.SF.2.hip.tnail.trs.6d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.6,normal,125.5,14.5,lognormal,135.5,0.1,normal,140.4,13.9
-M.SF.2.hip.tnail.trs.6d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,15.1,normal,132.3,15.3,normal,145.3,13.9,normal,151.8,14.9
-M.SF.2.hip.tnail.trs.6d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.3,normal,136.7,16.6,normal,152.3,14.8,normal,164.2,15.1
-M.SF.2.hip.tnail.trs.6d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,13.4,normal,117.4,12.7,normal,126.3,11.2,lognormal,135.2,0.11
-M.SF.2.hip.tnail.trs.6d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,13.3,normal,112.7,12.8,lognormal,120.1,0.1,normal,124.1,12.0
-M.SF.2.hip.tnail.trs.6d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,14.2,normal,125.0,13.7,normal,136.0,12.2,normal,146.4,14.3
-M.SF.2.hip.tnail.trs.6d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.4,0.15,normal,132.2,15.3,normal,146.5,14.2,normal,157.7,15.1
-M.SF.2.hip.tnail.trs.6d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,15.2,normal,136.5,16.2,normal,152.2,15.3,normal,164.2,15.0
-M.SF.2.hip.tnail.trs.6d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,13.5,normal,117.3,12.9,normal,126.5,11.0,normal,135.4,13.5
-M.SF.2.hip.tnail.trs.6d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,13.5,normal,112.5,12.6,lognormal,120.1,0.1,normal,124.4,12.3
-M.SF.2.hip.tnail.trs.6d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.6,0.15,normal,124.9,13.5,normal,136.3,12.6,lognormal,147.4,0.11
-M.SF.2.hip.tnail.trs.6d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.2,normal,132.6,15.6,normal,145.8,13.8,normal,157.2,14.8
-M.SF.2.hip.tnail.trs.6d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,14.5,normal,135.9,15.8,normal,150.2,14.0,lognormal,159.5,0.1
-M.SF.2.hip.tnail.trs.6d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,12.2,normal,116.6,12.3,normal,125.2,11.3,lognormal,133.2,0.11
-M.SF.2.hip.tnail.trs.6d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,90.0,0.14,normal,110.7,11.7,normal,116.8,10.5,lognormal,120.5,0.11
-M.SF.2.hip.tnail.trs.6d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,13.2,normal,124.2,13.6,normal,134.4,12.1,lognormal,143.1,0.11
-M.SF.2.hip.tnail.trs.6d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.2,normal,132.4,15.4,normal,144.2,13.0,lognormal,153.6,0.11
-M.SF.2.hip.tnail.trs.6d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,14.7,normal,136.7,16.6,normal,149.4,13.2,normal,158.3,14.2
-M.SF.2.hip.tnail.trs.6d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,12.3,normal,116.3,12.4,normal,125.2,11.3,lognormal,133.1,0.11
-M.SF.2.hip.tnail.trs.6d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.7,0.14,normal,110.8,11.8,normal,116.8,10.6,lognormal,120.5,0.11
-M.SF.2.hip.tnail.trs.6d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.8,0.14,normal,124.4,13.8,normal,134.6,11.8,lognormal,142.0,0.1
-M.SF.2.hip.tnail.trs.6d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.1,normal,131.7,15.0,normal,144.2,13.1,lognormal,153.2,0.1
-M.SF.2.hip.tnail.trs.6d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.5,normal,136.7,16.4,normal,150.7,14.6,normal,158.6,15.7
-M.SF.2.hip.tnail.trs.6d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.1,0.15,normal,117.6,13.1,normal,125.6,11.6,lognormal,129.6,0.11
-M.SF.2.hip.tnail.trs.6d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,13.4,normal,113.0,13.2,lognormal,120.9,0.11,normal,123.8,12.9
-M.SF.2.hip.tnail.trs.6d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.6,normal,125.3,14.5,lognormal,135.6,0.1,lognormal,140.6,0.11
-M.SF.2.hip.tnail.trs.6d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.3,normal,133.1,16.0,normal,145.4,14.1,normal,152.5,15.2
-M.SF.2.hip.tnail.trs.6d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,15.4,normal,137.2,17.1,normal,152.2,15.7,normal,159.7,15.4
-M.SF.2.hip.tnail.trs.6d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.9,0.15,normal,117.8,13.5,normal,125.8,11.7,lognormal,129.6,0.11
-M.SF.2.hip.tnail.trs.6d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.3,0.15,normal,112.9,12.8,lognormal,120.9,0.11,normal,124.0,13.0
-M.SF.2.hip.tnail.trs.6d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.6,normal,125.5,14.5,lognormal,135.5,0.1,normal,140.4,13.9
-M.SF.2.hip.tnail.trs.6d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,15.1,normal,132.3,15.3,normal,145.3,13.9,normal,151.8,14.9
-M.SF.2.hip.tnail.trs.6d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.3,normal,136.7,16.6,normal,152.3,14.8,normal,164.2,15.1
-M.SF.2.hip.tnail.trs.6d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,13.4,normal,117.4,12.7,normal,126.3,11.2,lognormal,135.2,0.11
-M.SF.2.hip.tnail.trs.6d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,13.3,normal,112.7,12.8,lognormal,120.1,0.1,normal,124.1,12.0
-M.SF.2.hip.tnail.trs.6d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,14.2,normal,125.0,13.7,normal,136.0,12.2,normal,146.4,14.3
-M.SF.2.hip.tnail.trs.6d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.4,0.15,normal,132.2,15.3,normal,146.5,14.2,normal,157.7,15.1
-M.SF.2.hip.tnail.trs.6d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,15.2,normal,136.5,16.2,normal,152.2,15.3,normal,164.2,15.0
-M.SF.2.hip.tnail.trs.6d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,13.5,normal,117.3,12.9,normal,126.5,11.0,normal,135.4,13.5
-M.SF.2.hip.tnail.trs.6d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,13.5,normal,112.5,12.6,lognormal,120.1,0.1,normal,124.4,12.3
-M.SF.2.hip.tnail.trs.6d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.6,0.15,normal,124.9,13.5,normal,136.3,12.6,lognormal,147.4,0.11
-M.SF.2.hip.tnail.trs.6d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.2,normal,132.6,15.6,normal,145.8,13.8,normal,157.2,14.8
-M.SF.2.hip.tnail.trs.6d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,14.5,normal,135.9,15.8,normal,150.2,14.0,lognormal,159.5,0.1
-M.SF.2.hip.tnail.trs.6d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,12.2,normal,116.6,12.3,normal,125.2,11.3,lognormal,133.2,0.11
-M.SF.2.hip.tnail.trs.6d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,90.0,0.14,normal,110.7,11.7,normal,116.8,10.5,lognormal,120.5,0.11
-M.SF.2.hip.tnail.trs.6d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,13.2,normal,124.2,13.6,normal,134.4,12.1,lognormal,143.1,0.11
-M.SF.2.hip.tnail.trs.6d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.2,normal,132.4,15.4,normal,144.2,13.0,lognormal,153.6,0.11
-M.SF.2.hip.tnail.trs.6d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,14.7,normal,136.7,16.6,normal,149.4,13.2,normal,158.3,14.2
-M.SF.2.hip.tnail.trs.6d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,12.3,normal,116.3,12.4,normal,125.2,11.3,lognormal,133.1,0.11
-M.SF.2.hip.tnail.trs.6d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.7,0.14,normal,110.8,11.8,normal,116.8,10.6,lognormal,120.5,0.11
-M.SF.2.hip.tnail.trs.6d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.8,0.14,normal,124.4,13.8,normal,134.6,11.8,lognormal,142.0,0.1
-M.SF.2.hip.tnail.trs.6d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.1,normal,131.7,15.0,normal,144.2,13.1,lognormal,153.2,0.1
-M.SF.2.hip.tnail.trs.6d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.5,normal,139.6,18.4,normal,162.5,19.2,lognormal,183.3,0.1
-M.SF.2.hip.tnail.trs.6d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.2,0.16,normal,125.0,16.6,normal,142.6,16.8,normal,156.4,17.6
-M.SF.2.hip.tnail.trs.6d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,13.7,normal,117.3,15.8,lognormal,137.6,0.14,normal,155.3,15.3
-M.SF.2.hip.tnail.trs.6d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,14.8,normal,130.9,17.6,normal,149.9,17.2,lognormal,167.5,0.11
-M.SF.2.hip.tnail.trs.6d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.4,normal,136.5,18.0,normal,158.0,18.4,normal,176.3,15.9
-M.SF.2.hip.tnail.trs.6d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,15.9,normal,140.1,18.5,normal,161.1,18.0,lognormal,182.8,0.1
-M.SF.2.hip.tnail.trs.6d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.5,0.16,normal,124.4,16.1,normal,142.2,16.6,normal,156.3,17.0
-M.SF.2.hip.tnail.trs.6d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,13.6,normal,118.0,16.3,normal,136.7,16.3,normal,156.4,15.6
-M.SF.2.hip.tnail.trs.6d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.16,normal,130.1,16.8,normal,150.3,17.7,lognormal,168.0,0.12
-M.SF.2.hip.tnail.trs.6d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,15.4,normal,136.5,18.4,normal,157.8,18.3,normal,177.6,17.4
-M.SF.2.hip.tnail.trs.6d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,16.0,normal,139.6,18.2,normal,160.9,17.9,lognormal,183.0,0.1
-M.SF.2.hip.tnail.trs.6d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,14.1,normal,124.7,16.0,normal,142.5,16.2,normal,158.0,15.3
-M.SF.2.hip.tnail.trs.6d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,13.7,normal,117.8,15.4,normal,136.3,16.3,normal,154.2,14.3
-M.SF.2.hip.tnail.trs.6d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,15.0,normal,130.8,17.0,normal,149.7,17.3,lognormal,168.3,0.11
-M.SF.2.hip.tnail.trs.6d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.4,0.16,normal,136.3,17.7,normal,157.0,17.9,normal,177.8,17.5
-M.SF.2.hip.tnail.trs.6d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.8,normal,140.6,18.9,normal,160.8,17.8,normal,182.5,17.8
-M.SF.2.hip.tnail.trs.6d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.1,14.1,normal,125.0,16.4,normal,142.3,15.7,normal,157.7,15.2
-M.SF.2.hip.tnail.trs.6d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,13.8,normal,117.9,15.9,normal,136.0,15.9,normal,154.5,14.2
-M.SF.2.hip.tnail.trs.6d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.3,0.16,normal,131.2,17.5,normal,149.7,16.8,normal,168.4,16.6
-M.SF.2.hip.tnail.trs.6d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.4,0.16,normal,136.2,17.8,normal,157.0,17.7,normal,178.1,17.6
-M.SF.2.hip.tnail.trs.6d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.5,normal,139.6,18.4,normal,162.5,19.2,lognormal,183.3,0.1
-M.SF.2.hip.tnail.trs.6d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.2,0.16,normal,125.0,16.6,normal,142.6,16.8,normal,156.4,17.6
-M.SF.2.hip.tnail.trs.6d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,13.7,normal,117.3,15.8,lognormal,137.6,0.14,normal,155.3,15.3
-M.SF.2.hip.tnail.trs.6d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,14.8,normal,130.9,17.6,normal,149.9,17.2,lognormal,167.5,0.11
-M.SF.2.hip.tnail.trs.6d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.4,normal,136.5,18.0,normal,158.0,18.4,normal,176.3,15.9
-M.SF.2.hip.tnail.trs.6d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,15.9,normal,140.1,18.5,normal,161.1,18.0,lognormal,182.8,0.1
-M.SF.2.hip.tnail.trs.6d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.5,0.16,normal,124.4,16.1,normal,142.2,16.6,normal,156.3,17.0
-M.SF.2.hip.tnail.trs.6d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,13.6,normal,118.0,16.3,normal,136.7,16.3,normal,156.4,15.6
-M.SF.2.hip.tnail.trs.6d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.16,normal,130.1,16.8,normal,150.3,17.7,lognormal,168.0,0.12
-M.SF.2.hip.tnail.trs.6d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,15.4,normal,136.5,18.4,normal,157.8,18.3,normal,177.6,17.4
-M.SF.2.hip.tnail.trs.6d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,16.0,normal,139.6,18.2,normal,160.9,17.9,lognormal,183.0,0.1
-M.SF.2.hip.tnail.trs.6d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,14.1,normal,124.7,16.0,normal,142.5,16.2,normal,158.0,15.3
-M.SF.2.hip.tnail.trs.6d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,13.7,normal,117.8,15.4,normal,136.3,16.3,normal,154.2,14.3
-M.SF.2.hip.tnail.trs.6d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,15.0,normal,130.8,17.0,normal,149.7,17.3,lognormal,168.3,0.11
-M.SF.2.hip.tnail.trs.6d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.4,0.16,normal,136.3,17.7,normal,157.0,17.9,normal,177.8,17.5
-M.SF.2.hip.tnail.trs.6d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.8,normal,140.6,18.9,normal,160.8,17.8,normal,182.5,17.8
-M.SF.2.hip.tnail.trs.6d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.1,14.1,normal,125.0,16.4,normal,142.3,15.7,normal,157.7,15.2
-M.SF.2.hip.tnail.trs.6d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,13.8,normal,117.9,15.9,normal,136.0,15.9,normal,154.5,14.2
-M.SF.2.hip.tnail.trs.6d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.3,0.16,normal,131.2,17.5,normal,149.7,16.8,normal,168.4,16.6
-M.SF.2.hip.tnail.trs.6d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.4,0.16,normal,136.2,17.8,normal,157.0,17.7,normal,178.1,17.6
-M.SF.2.hip.tnail.trs.6s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.3,normal,147.2,15.0,normal,154.9,14.2,normal,158.5,14.9
-M.SF.2.hip.tnail.trs.6s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,13.9,normal,122.9,12.2,normal,126.7,11.2,lognormal,129.2,0.1
-M.SF.2.hip.tnail.trs.6s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.9,lognormal,119.4,0.11,normal,122.5,12.3,lognormal,123.7,0.11
-M.SF.2.hip.tnail.trs.6s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.14,normal,132.1,13.0,lognormal,137.7,0.1,normal,140.0,13.6
-M.SF.2.hip.tnail.trs.6s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.2,0.14,normal,141.9,14.8,normal,149.5,14.7,lognormal,152.9,0.11
-M.SF.2.hip.tnail.trs.6s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,16.8,normal,148.2,15.6,normal,155.0,14.1,lognormal,158.7,0.1
-M.SF.2.hip.tnail.trs.6s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.9,0.14,normal,123.2,12.4,lognormal,127.7,0.1,normal,129.4,12.7
-M.SF.2.hip.tnail.trs.6s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,14.1,lognormal,119.4,0.11,normal,122.5,12.4,lognormal,123.7,0.11
-M.SF.2.hip.tnail.trs.6s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.8,0.14,lognormal,132.6,0.11,lognormal,138.0,0.1,lognormal,140.5,0.11
-M.SF.2.hip.tnail.trs.6s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.9,normal,141.9,14.6,lognormal,148.8,0.1,lognormal,152.4,0.11
-M.SF.2.hip.tnail.trs.6s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,16.8,normal,147.8,15.3,normal,155.8,13.4,lognormal,164.9,0.1
-M.SF.2.hip.tnail.trs.6s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.7,lognormal,122.8,0.11,normal,128.2,11.3,normal,134.8,13.4
-M.SF.2.hip.tnail.trs.6s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.5,normal,118.0,11.8,lognormal,121.5,0.1,normal,124.1,12.1
-M.SF.2.hip.tnail.trs.6s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.7,normal,131.3,12.8,normal,138.5,12.6,normal,146.6,15.2
-M.SF.2.hip.tnail.trs.6s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,15.4,normal,141.1,14.1,normal,150.0,13.7,normal,156.9,14.3
-M.SF.2.hip.tnail.trs.6s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.5,0.14,normal,147.1,15.2,normal,155.6,13.9,normal,164.8,16.0
-M.SF.2.hip.tnail.trs.6s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.7,normal,122.5,12.5,normal,127.9,11.4,lognormal,135.0,0.11
-M.SF.2.hip.tnail.trs.6s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,13.6,normal,117.8,11.5,lognormal,121.0,0.1,normal,124.0,12.2
-M.SF.2.hip.tnail.trs.6s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.5,0.14,lognormal,132.2,0.11,normal,138.6,12.5,normal,146.9,15.5
-M.SF.2.hip.tnail.trs.6s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.4,normal,141.7,14.8,normal,149.8,13.1,normal,157.3,14.6
-M.SF.2.hip.tnail.trs.6s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,16.8,normal,147.8,15.3,normal,155.8,13.4,lognormal,164.9,0.1
-M.SF.2.hip.tnail.trs.6s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.7,lognormal,122.8,0.11,normal,128.2,11.3,normal,134.8,13.4
-M.SF.2.hip.tnail.trs.6s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.5,normal,118.0,11.8,lognormal,121.5,0.1,normal,124.1,12.1
-M.SF.2.hip.tnail.trs.6s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.7,normal,131.3,12.8,normal,138.5,12.6,normal,146.6,15.2
-M.SF.2.hip.tnail.trs.6s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,15.4,normal,141.1,14.1,normal,150.0,13.7,normal,156.9,14.3
-M.SF.2.hip.tnail.trs.6s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.5,0.14,normal,147.1,15.2,normal,155.6,13.9,normal,164.8,16.0
-M.SF.2.hip.tnail.trs.6s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.7,normal,122.5,12.5,normal,127.9,11.4,lognormal,135.0,0.11
-M.SF.2.hip.tnail.trs.6s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,13.6,normal,117.8,11.5,lognormal,121.0,0.1,normal,124.0,12.2
-M.SF.2.hip.tnail.trs.6s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.5,0.14,lognormal,132.2,0.11,normal,138.6,12.5,normal,146.9,15.5
-M.SF.2.hip.tnail.trs.6s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.4,normal,141.7,14.8,normal,149.8,13.1,normal,157.3,14.6
-M.SF.2.hip.tnail.trs.6s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.3,normal,147.2,15.0,normal,154.9,14.2,normal,158.5,14.9
-M.SF.2.hip.tnail.trs.6s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,13.9,normal,122.9,12.2,normal,126.7,11.2,lognormal,129.2,0.1
-M.SF.2.hip.tnail.trs.6s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.9,lognormal,119.4,0.11,normal,122.5,12.3,lognormal,123.7,0.11
-M.SF.2.hip.tnail.trs.6s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.14,normal,132.1,13.0,lognormal,137.7,0.1,normal,140.0,13.6
-M.SF.2.hip.tnail.trs.6s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.2,0.14,normal,141.9,14.8,normal,149.5,14.7,lognormal,152.9,0.11
-M.SF.2.hip.tnail.trs.6s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.9,16.8,normal,148.2,15.6,normal,155.0,14.1,lognormal,158.7,0.1
-M.SF.2.hip.tnail.trs.6s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.9,0.14,normal,123.2,12.4,lognormal,127.7,0.1,normal,129.4,12.7
-M.SF.2.hip.tnail.trs.6s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,14.1,lognormal,119.4,0.11,normal,122.5,12.4,lognormal,123.7,0.11
-M.SF.2.hip.tnail.trs.6s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.8,0.14,lognormal,132.6,0.11,lognormal,138.0,0.1,lognormal,140.5,0.11
-M.SF.2.hip.tnail.trs.6s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.9,normal,141.9,14.6,lognormal,148.8,0.1,lognormal,152.4,0.11
-M.SF.2.hip.tnail.trs.6s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,16.8,normal,147.8,15.3,normal,155.8,13.4,lognormal,164.9,0.1
-M.SF.2.hip.tnail.trs.6s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.7,lognormal,122.8,0.11,normal,128.2,11.3,normal,134.8,13.4
-M.SF.2.hip.tnail.trs.6s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.5,normal,118.0,11.8,lognormal,121.5,0.1,normal,124.1,12.1
-M.SF.2.hip.tnail.trs.6s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.7,normal,131.3,12.8,normal,138.5,12.6,normal,146.6,15.2
-M.SF.2.hip.tnail.trs.6s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,15.4,normal,141.1,14.1,normal,150.0,13.7,normal,156.9,14.3
-M.SF.2.hip.tnail.trs.6s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.5,0.14,normal,147.1,15.2,normal,155.6,13.9,normal,164.8,16.0
-M.SF.2.hip.tnail.trs.6s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.7,normal,122.5,12.5,normal,127.9,11.4,lognormal,135.0,0.11
-M.SF.2.hip.tnail.trs.6s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,13.6,normal,117.8,11.5,lognormal,121.0,0.1,normal,124.0,12.2
-M.SF.2.hip.tnail.trs.6s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.5,0.14,lognormal,132.2,0.11,normal,138.6,12.5,normal,146.9,15.5
-M.SF.2.hip.tnail.trs.6s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.4,normal,141.7,14.8,normal,149.8,13.1,normal,157.3,14.6
-M.SF.2.hip.tnail.trs.6s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,16.8,normal,147.8,15.3,normal,155.8,13.4,lognormal,164.9,0.1
-M.SF.2.hip.tnail.trs.6s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.7,lognormal,122.8,0.11,normal,128.2,11.3,normal,134.8,13.4
-M.SF.2.hip.tnail.trs.6s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.5,normal,118.0,11.8,lognormal,121.5,0.1,normal,124.1,12.1
-M.SF.2.hip.tnail.trs.6s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.7,normal,131.3,12.8,normal,138.5,12.6,normal,146.6,15.2
-M.SF.2.hip.tnail.trs.6s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,15.4,normal,141.1,14.1,normal,150.0,13.7,normal,156.9,14.3
-M.SF.2.hip.tnail.trs.6s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.5,0.14,normal,147.1,15.2,normal,155.6,13.9,normal,164.8,16.0
-M.SF.2.hip.tnail.trs.6s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.7,normal,122.5,12.5,normal,127.9,11.4,lognormal,135.0,0.11
-M.SF.2.hip.tnail.trs.6s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,13.6,normal,117.8,11.5,lognormal,121.0,0.1,normal,124.0,12.2
-M.SF.2.hip.tnail.trs.6s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.5,0.14,lognormal,132.2,0.11,normal,138.6,12.5,normal,146.9,15.5
-M.SF.2.hip.tnail.trs.6s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.4,normal,141.7,14.8,normal,149.8,13.1,normal,157.3,14.6
-M.SF.2.hip.tnail.trs.6s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,18.1,normal,160.9,20.6,normal,177.9,18.6,lognormal,184.9,0.1
-M.SF.2.hip.tnail.trs.6s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.9,0.15,normal,142.2,18.3,normal,152.9,16.1,normal,156.7,16.7
-M.SF.2.hip.tnail.trs.6s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.4,normal,136.7,19.0,normal,151.9,17.2,normal,157.1,15.6
-M.SF.2.hip.tnail.trs.6s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,17.2,lognormal,149.1,0.14,lognormal,163.6,0.12,normal,169.9,19.7
-M.SF.2.hip.tnail.trs.6s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,18.0,normal,157.1,19.8,lognormal,172.5,0.11,lognormal,179.6,0.11
-M.SF.2.hip.tnail.trs.6s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,18.0,normal,161.8,21.4,normal,178.0,18.6,lognormal,186.5,0.11
-M.SF.2.hip.tnail.trs.6s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,16.1,normal,141.3,17.4,normal,153.4,17.2,normal,157.5,17.8
-M.SF.2.hip.tnail.trs.6s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.4,normal,136.4,18.3,normal,150.8,15.7,normal,156.5,15.0
-M.SF.2.hip.tnail.trs.6s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.0,0.15,normal,149.4,18.9,normal,163.2,17.1,normal,168.9,17.8
-M.SF.2.hip.tnail.trs.6s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,17.4,normal,157.2,19.4,normal,173.0,18.1,normal,179.2,17.4
-M.SF.2.hip.tnail.trs.6s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.6,0.16,normal,162.2,20.8,normal,176.9,16.8,lognormal,184.1,0.1
-M.SF.2.hip.tnail.trs.6s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.15,normal,141.5,17.4,normal,153.4,16.1,normal,159.5,15.9
-M.SF.2.hip.tnail.trs.6s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.1,normal,136.3,17.8,normal,149.9,15.3,lognormal,155.6,0.1
-M.SF.2.hip.tnail.trs.6s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.15,normal,150.3,18.9,normal,162.0,15.5,normal,169.6,16.7
-M.SF.2.hip.tnail.trs.6s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.9,0.16,normal,158.4,19.7,normal,172.8,16.9,normal,179.8,17.3
-M.SF.2.hip.tnail.trs.6s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.6,0.15,normal,162.2,20.9,normal,175.9,15.6,lognormal,184.3,0.1
-M.SF.2.hip.tnail.trs.6s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,16.0,normal,141.3,17.1,normal,153.3,15.7,normal,159.6,16.3
-M.SF.2.hip.tnail.trs.6s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,15.5,normal,136.3,17.8,normal,150.4,15.9,lognormal,156.1,0.1
-M.SF.2.hip.tnail.trs.6s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.15,normal,150.2,18.8,normal,163.0,16.0,normal,169.8,16.5
-M.SF.2.hip.tnail.trs.6s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.15,normal,157.4,19.7,normal,172.6,17.2,normal,178.8,16.3
-M.SF.2.hip.tnail.trs.6s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,18.1,normal,160.9,20.6,normal,177.9,18.6,lognormal,184.9,0.1
-M.SF.2.hip.tnail.trs.6s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.9,0.15,normal,142.2,18.3,normal,152.9,16.1,normal,156.7,16.7
-M.SF.2.hip.tnail.trs.6s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.4,normal,136.7,19.0,normal,151.9,17.2,normal,157.1,15.6
-M.SF.2.hip.tnail.trs.6s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,17.2,lognormal,149.1,0.14,lognormal,163.6,0.12,normal,169.9,19.7
-M.SF.2.hip.tnail.trs.6s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,18.0,normal,157.1,19.8,lognormal,172.5,0.11,lognormal,179.6,0.11
-M.SF.2.hip.tnail.trs.6s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,18.0,normal,161.8,21.4,normal,178.0,18.6,lognormal,186.5,0.11
-M.SF.2.hip.tnail.trs.6s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,16.1,normal,141.3,17.4,normal,153.4,17.2,normal,157.5,17.8
-M.SF.2.hip.tnail.trs.6s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.4,normal,136.4,18.3,normal,150.8,15.7,normal,156.5,15.0
-M.SF.2.hip.tnail.trs.6s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.0,0.15,normal,149.4,18.9,normal,163.2,17.1,normal,168.9,17.8
-M.SF.2.hip.tnail.trs.6s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,17.4,normal,157.2,19.4,normal,173.0,18.1,normal,179.2,17.4
-M.SF.2.hip.tnail.trs.6s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.6,0.16,normal,162.2,20.8,normal,176.9,16.8,lognormal,184.1,0.1
-M.SF.2.hip.tnail.trs.6s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.15,normal,141.5,17.4,normal,153.4,16.1,normal,159.5,15.9
-M.SF.2.hip.tnail.trs.6s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.1,normal,136.3,17.8,normal,149.9,15.3,lognormal,155.6,0.1
-M.SF.2.hip.tnail.trs.6s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.15,normal,150.3,18.9,normal,162.0,15.5,normal,169.6,16.7
-M.SF.2.hip.tnail.trs.6s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.9,0.16,normal,158.4,19.7,normal,172.8,16.9,normal,179.8,17.3
-M.SF.2.hip.tnail.trs.6s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.6,0.15,normal,162.2,20.9,normal,175.9,15.6,lognormal,184.3,0.1
-M.SF.2.hip.tnail.trs.6s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,16.0,normal,141.3,17.1,normal,153.3,15.7,normal,159.6,16.3
-M.SF.2.hip.tnail.trs.6s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,15.5,normal,136.3,17.8,normal,150.4,15.9,lognormal,156.1,0.1
-M.SF.2.hip.tnail.trs.6s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.15,normal,150.2,18.8,normal,163.0,16.0,normal,169.8,16.5
-M.SF.2.hip.tnail.trs.6s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.15,normal,157.4,19.7,normal,172.6,17.2,normal,178.8,16.3
-M.SF.2.hip.tnail.trs.8d.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,15.7,normal,137.5,17.1,normal,150.9,14.9,lognormal,159.4,0.11
-M.SF.2.hip.tnail.trs.8d.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.0,0.15,normal,118.2,13.5,normal,125.9,11.5,normal,129.5,12.8
-M.SF.2.hip.tnail.trs.8d.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,13.4,normal,113.1,12.9,lognormal,120.6,0.11,normal,123.8,13.2
-M.SF.2.hip.tnail.trs.8d.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.7,0.15,normal,125.7,14.4,lognormal,135.6,0.1,normal,140.1,13.9
-M.SF.2.hip.tnail.trs.8d.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.1,normal,133.3,16.2,normal,145.3,13.9,normal,152.0,14.9
-M.SF.2.hip.tnail.trs.8d.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,15.8,normal,137.7,17.1,normal,150.8,14.8,lognormal,159.3,0.11
-M.SF.2.hip.tnail.trs.8d.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,118.2,13.4,normal,125.7,11.6,normal,129.3,12.8
-M.SF.2.hip.tnail.trs.8d.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,13.6,normal,113.3,13.2,lognormal,120.8,0.11,normal,123.5,12.8
-M.SF.2.hip.tnail.trs.8d.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.4,normal,126.0,14.4,lognormal,135.5,0.1,normal,139.7,13.6
-M.SF.2.hip.tnail.trs.8d.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.5,0.15,normal,133.5,16.1,normal,145.8,14.2,normal,152.0,14.6
-M.SF.2.hip.tnail.trs.8d.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.9,normal,138.3,17.2,normal,152.8,15.1,lognormal,164.7,0.1
-M.SF.2.hip.tnail.trs.8d.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,13.5,normal,118.1,13.1,normal,126.6,11.2,normal,134.7,13.4
-M.SF.2.hip.tnail.trs.8d.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,13.2,normal,112.6,12.4,lognormal,119.8,0.1,normal,124.3,12.3
-M.SF.2.hip.tnail.trs.8d.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,14.3,normal,125.9,14.4,normal,136.3,12.5,lognormal,147.0,0.11
-M.SF.2.hip.tnail.trs.8d.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.3,0.15,normal,133.8,15.9,normal,147.4,14.1,normal,158.0,14.6
-M.SF.2.hip.tnail.trs.8d.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.15,normal,138.0,16.5,normal,152.8,14.9,lognormal,164.8,0.1
-M.SF.2.hip.tnail.trs.8d.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.4,0.15,normal,118.3,13.4,normal,126.9,11.2,lognormal,135.5,0.11
-M.SF.2.hip.tnail.trs.8d.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.9,0.15,normal,113.0,12.4,lognormal,120.1,0.1,normal,124.4,12.3
-M.SF.2.hip.tnail.trs.8d.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.3,0.15,normal,126.0,14.4,normal,136.7,12.4,lognormal,147.1,0.11
-M.SF.2.hip.tnail.trs.8d.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,14.9,normal,133.4,15.4,normal,146.9,14.4,normal,157.6,15.3
-M.SF.2.hip.tnail.trs.8d.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,14.6,normal,137.7,16.5,normal,149.9,13.9,normal,159.6,15.4
-M.SF.2.hip.tnail.trs.8d.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.1,0.14,normal,117.2,12.6,normal,125.1,11.0,lognormal,132.8,0.11
-M.SF.2.hip.tnail.trs.8d.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.9,0.14,normal,111.5,11.9,normal,116.7,10.5,lognormal,120.9,0.11
-M.SF.2.hip.tnail.trs.8d.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.9,13.4,normal,125.4,13.9,normal,134.8,12.2,lognormal,143.2,0.11
-M.SF.2.hip.tnail.trs.8d.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,14.2,normal,133.0,15.2,normal,144.4,13.2,lognormal,153.7,0.11
-M.SF.2.hip.tnail.trs.8d.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.1,0.15,normal,137.9,16.6,normal,149.9,13.6,lognormal,159.5,0.1
-M.SF.2.hip.tnail.trs.8d.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,12.3,normal,117.1,12.3,normal,125.4,11.3,lognormal,133.0,0.11
-M.SF.2.hip.tnail.trs.8d.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.9,0.14,normal,111.2,11.9,normal,116.7,10.6,lognormal,120.4,0.11
-M.SF.2.hip.tnail.trs.8d.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.8,13.2,normal,125.4,13.7,normal,134.7,11.8,lognormal,142.8,0.11
-M.SF.2.hip.tnail.trs.8d.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.2,normal,133.4,16.1,normal,144.2,12.8,lognormal,153.4,0.11
-M.SF.2.hip.tnail.trs.8d.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,15.7,normal,137.5,17.1,normal,150.9,14.9,lognormal,159.4,0.11
-M.SF.2.hip.tnail.trs.8d.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.0,0.15,normal,118.2,13.5,normal,125.9,11.5,normal,129.5,12.8
-M.SF.2.hip.tnail.trs.8d.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,13.4,normal,113.1,12.9,lognormal,120.6,0.11,normal,123.8,13.2
-M.SF.2.hip.tnail.trs.8d.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.7,0.15,normal,125.7,14.4,lognormal,135.6,0.1,normal,140.1,13.9
-M.SF.2.hip.tnail.trs.8d.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.1,normal,133.3,16.2,normal,145.3,13.9,normal,152.0,14.9
-M.SF.2.hip.tnail.trs.8d.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,15.8,normal,137.7,17.1,normal,150.8,14.8,lognormal,159.3,0.11
-M.SF.2.hip.tnail.trs.8d.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,118.2,13.4,normal,125.7,11.6,normal,129.3,12.8
-M.SF.2.hip.tnail.trs.8d.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,13.6,normal,113.3,13.2,lognormal,120.8,0.11,normal,123.5,12.8
-M.SF.2.hip.tnail.trs.8d.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.4,normal,126.0,14.4,lognormal,135.5,0.1,normal,139.7,13.6
-M.SF.2.hip.tnail.trs.8d.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.5,0.15,normal,133.5,16.1,normal,145.8,14.2,normal,152.0,14.6
-M.SF.2.hip.tnail.trs.8d.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,15.9,normal,138.3,17.2,normal,152.8,15.1,lognormal,164.7,0.1
-M.SF.2.hip.tnail.trs.8d.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,13.5,normal,118.1,13.1,normal,126.6,11.2,normal,134.7,13.4
-M.SF.2.hip.tnail.trs.8d.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,13.2,normal,112.6,12.4,lognormal,119.8,0.1,normal,124.3,12.3
-M.SF.2.hip.tnail.trs.8d.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,14.3,normal,125.9,14.4,normal,136.3,12.5,lognormal,147.0,0.11
-M.SF.2.hip.tnail.trs.8d.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.3,0.15,normal,133.8,15.9,normal,147.4,14.1,normal,158.0,14.6
-M.SF.2.hip.tnail.trs.8d.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.15,normal,138.0,16.5,normal,152.8,14.9,lognormal,164.8,0.1
-M.SF.2.hip.tnail.trs.8d.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.4,0.15,normal,118.3,13.4,normal,126.9,11.2,lognormal,135.5,0.11
-M.SF.2.hip.tnail.trs.8d.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.9,0.15,normal,113.0,12.4,lognormal,120.1,0.1,normal,124.4,12.3
-M.SF.2.hip.tnail.trs.8d.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.3,0.15,normal,126.0,14.4,normal,136.7,12.4,lognormal,147.1,0.11
-M.SF.2.hip.tnail.trs.8d.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,14.9,normal,133.4,15.4,normal,146.9,14.4,normal,157.6,15.3
-M.SF.2.hip.tnail.trs.8d.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,14.6,normal,137.7,16.5,normal,149.9,13.9,normal,159.6,15.4
-M.SF.2.hip.tnail.trs.8d.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.1,0.14,normal,117.2,12.6,normal,125.1,11.0,lognormal,132.8,0.11
-M.SF.2.hip.tnail.trs.8d.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.9,0.14,normal,111.5,11.9,normal,116.7,10.5,lognormal,120.9,0.11
-M.SF.2.hip.tnail.trs.8d.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.9,13.4,normal,125.4,13.9,normal,134.8,12.2,lognormal,143.2,0.11
-M.SF.2.hip.tnail.trs.8d.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,14.2,normal,133.0,15.2,normal,144.4,13.2,lognormal,153.7,0.11
-M.SF.2.hip.tnail.trs.8d.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.1,0.15,normal,137.9,16.6,normal,149.9,13.6,lognormal,159.5,0.1
-M.SF.2.hip.tnail.trs.8d.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,12.3,normal,117.1,12.3,normal,125.4,11.3,lognormal,133.0,0.11
-M.SF.2.hip.tnail.trs.8d.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.9,0.14,normal,111.2,11.9,normal,116.7,10.6,lognormal,120.4,0.11
-M.SF.2.hip.tnail.trs.8d.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.8,13.2,normal,125.4,13.7,normal,134.7,11.8,lognormal,142.8,0.11
-M.SF.2.hip.tnail.trs.8d.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,14.2,normal,133.4,16.1,normal,144.2,12.8,lognormal,153.4,0.11
-M.SF.2.hip.tnail.trs.8d.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,16.0,lognormal,142.0,0.15,normal,164.7,20.6,lognormal,184.0,0.1
-M.SF.2.hip.tnail.trs.8d.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,14.2,normal,125.6,17.2,normal,143.8,17.4,normal,157.2,17.3
-M.SF.2.hip.tnail.trs.8d.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,13.6,lognormal,119.0,0.15,normal,139.1,18.1,normal,157.1,16.0
-M.SF.2.hip.tnail.trs.8d.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.7,normal,131.8,17.8,normal,152.0,18.4,lognormal,168.4,0.12
-M.SF.2.hip.tnail.trs.8d.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.9,0.15,normal,138.2,19.3,normal,159.1,18.2,normal,178.3,17.3
-M.SF.2.hip.tnail.trs.8d.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,15.8,normal,140.8,18.9,normal,164.6,20.6,normal,185.4,17.9
-M.SF.2.hip.tnail.trs.8d.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.6,0.16,normal,125.6,16.6,normal,143.9,17.5,normal,157.4,17.6
-M.SF.2.hip.tnail.trs.8d.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,13.6,normal,118.7,16.4,normal,139.0,17.9,normal,156.8,15.6
-M.SF.2.hip.tnail.trs.8d.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.9,normal,131.5,17.8,normal,152.3,18.6,normal,168.7,17.8
-M.SF.2.hip.tnail.trs.8d.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,15.3,lognormal,138.0,0.15,normal,158.8,18.2,normal,180.2,18.9
-M.SF.2.hip.tnail.trs.8d.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,15.7,normal,141.9,19.7,normal,164.3,19.5,lognormal,185.9,0.11
-M.SF.2.hip.tnail.trs.8d.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,14.6,normal,126.7,16.9,normal,145.1,17.3,normal,159.6,15.9
-M.SF.2.hip.tnail.trs.8d.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,13.8,normal,119.7,16.9,normal,139.5,17.5,normal,155.9,14.8
-M.SF.2.hip.tnail.trs.8d.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.7,normal,132.7,18.4,normal,153.0,18.0,lognormal,170.1,0.11
-M.SF.2.hip.tnail.trs.8d.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,15.3,normal,138.2,18.5,normal,160.7,19.3,normal,180.1,17.5
-M.SF.2.hip.tnail.trs.8d.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.9,0.16,normal,141.3,18.8,normal,164.2,19.7,lognormal,184.0,0.1
-M.SF.2.hip.tnail.trs.8d.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,14.1,normal,126.6,17.0,normal,144.9,17.2,normal,159.0,15.5
-M.SF.2.hip.tnail.trs.8d.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,13.8,normal,119.3,16.3,normal,139.5,18.0,normal,155.6,14.2
-M.SF.2.hip.tnail.trs.8d.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.8,0.16,normal,132.5,17.9,normal,152.8,17.9,normal,169.7,16.8
-M.SF.2.hip.tnail.trs.8d.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.1,normal,137.8,18.6,normal,160.7,19.4,normal,179.2,16.7
-M.SF.2.hip.tnail.trs.8d.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,16.0,lognormal,142.0,0.15,normal,164.7,20.6,lognormal,184.0,0.1
-M.SF.2.hip.tnail.trs.8d.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,14.2,normal,125.6,17.2,normal,143.8,17.4,normal,157.2,17.3
-M.SF.2.hip.tnail.trs.8d.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,13.6,lognormal,119.0,0.15,normal,139.1,18.1,normal,157.1,16.0
-M.SF.2.hip.tnail.trs.8d.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.7,normal,131.8,17.8,normal,152.0,18.4,lognormal,168.4,0.12
-M.SF.2.hip.tnail.trs.8d.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.9,0.15,normal,138.2,19.3,normal,159.1,18.2,normal,178.3,17.3
-M.SF.2.hip.tnail.trs.8d.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,15.8,normal,140.8,18.9,normal,164.6,20.6,normal,185.4,17.9
-M.SF.2.hip.tnail.trs.8d.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.6,0.16,normal,125.6,16.6,normal,143.9,17.5,normal,157.4,17.6
-M.SF.2.hip.tnail.trs.8d.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,13.6,normal,118.7,16.4,normal,139.0,17.9,normal,156.8,15.6
-M.SF.2.hip.tnail.trs.8d.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.9,normal,131.5,17.8,normal,152.3,18.6,normal,168.7,17.8
-M.SF.2.hip.tnail.trs.8d.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,15.3,lognormal,138.0,0.15,normal,158.8,18.2,normal,180.2,18.9
-M.SF.2.hip.tnail.trs.8d.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,15.7,normal,141.9,19.7,normal,164.3,19.5,lognormal,185.9,0.11
-M.SF.2.hip.tnail.trs.8d.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,14.6,normal,126.7,16.9,normal,145.1,17.3,normal,159.6,15.9
-M.SF.2.hip.tnail.trs.8d.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,13.8,normal,119.7,16.9,normal,139.5,17.5,normal,155.9,14.8
-M.SF.2.hip.tnail.trs.8d.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.7,normal,132.7,18.4,normal,153.0,18.0,lognormal,170.1,0.11
-M.SF.2.hip.tnail.trs.8d.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,15.3,normal,138.2,18.5,normal,160.7,19.3,normal,180.1,17.5
-M.SF.2.hip.tnail.trs.8d.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.9,0.16,normal,141.3,18.8,normal,164.2,19.7,lognormal,184.0,0.1
-M.SF.2.hip.tnail.trs.8d.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,14.1,normal,126.6,17.0,normal,144.9,17.2,normal,159.0,15.5
-M.SF.2.hip.tnail.trs.8d.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,13.8,normal,119.3,16.3,normal,139.5,18.0,normal,155.6,14.2
-M.SF.2.hip.tnail.trs.8d.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.8,0.16,normal,132.5,17.9,normal,152.8,17.9,normal,169.7,16.8
-M.SF.2.hip.tnail.trs.8d.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.1,normal,137.8,18.6,normal,160.7,19.4,normal,179.2,16.7
-M.SF.2.hip.tnail.trs.8s.0.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.2,normal,147.2,15.0,normal,155.0,14.3,normal,158.5,14.9
-M.SF.2.hip.tnail.trs.8s.0.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,13.9,normal,122.9,12.2,normal,126.7,11.2,lognormal,129.2,0.1
-M.SF.2.hip.tnail.trs.8s.0.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.9,lognormal,119.4,0.11,normal,122.5,12.3,lognormal,123.8,0.11
-M.SF.2.hip.tnail.trs.8s.0.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.14,normal,132.0,12.9,lognormal,137.7,0.1,normal,139.9,13.6
-M.SF.2.hip.tnail.trs.8s.0.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,16.0,lognormal,142.0,0.11,lognormal,150.1,0.11,lognormal,153.3,0.11
-M.SF.2.hip.tnail.trs.8s.0.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.6,normal,147.7,15.3,normal,155.1,14.1,lognormal,158.3,0.1
-M.SF.2.hip.tnail.trs.8s.0.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.1,0.14,normal,123.0,12.2,normal,127.0,11.5,normal,129.1,12.7
-M.SF.2.hip.tnail.trs.8s.0.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,14.1,lognormal,119.4,0.11,normal,122.5,12.4,lognormal,123.7,0.11
-M.SF.2.hip.tnail.trs.8s.0.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.7,0.14,lognormal,132.5,0.11,lognormal,138.0,0.1,lognormal,140.5,0.11
-M.SF.2.hip.tnail.trs.8s.0.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,15.9,normal,141.8,15.0,normal,149.2,14.7,normal,152.8,15.7
-M.SF.2.hip.tnail.trs.8s.0.0.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,16.1,normal,147.4,15.7,lognormal,156.2,0.1,normal,164.6,16.1
-M.SF.2.hip.tnail.trs.8s.0.0.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,13.6,normal,122.6,12.7,normal,128.0,11.3,normal,134.6,13.3
-M.SF.2.hip.tnail.trs.8s.0.0.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.7,normal,118.0,11.8,lognormal,121.6,0.1,normal,124.1,11.9
-M.SF.2.hip.tnail.trs.8s.0.0.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,14.9,normal,131.6,12.9,normal,138.6,12.6,lognormal,146.9,0.11
-M.SF.2.hip.tnail.trs.8s.0.0.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,15.3,normal,141.0,14.0,normal,149.9,13.7,normal,156.9,14.4
-M.SF.2.hip.tnail.trs.8s.0.0.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.4,0.14,normal,147.2,15.1,normal,155.4,13.7,normal,164.7,15.9
-M.SF.2.hip.tnail.trs.8s.0.0.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.6,lognormal,122.7,0.11,normal,127.9,11.4,lognormal,135.2,0.11
-M.SF.2.hip.tnail.trs.8s.0.0.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,13.6,normal,117.8,11.5,lognormal,121.0,0.1,normal,124.0,12.2
-M.SF.2.hip.tnail.trs.8s.0.0.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.4,0.14,lognormal,131.8,0.11,normal,138.3,12.5,lognormal,147.0,0.12
-M.SF.2.hip.tnail.trs.8s.0.0.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.3,normal,141.7,14.8,normal,149.8,13.1,normal,157.3,14.6
-M.SF.2.hip.tnail.trs.8s.0.0.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,16.1,normal,147.4,15.7,lognormal,156.2,0.1,normal,164.6,16.1
-M.SF.2.hip.tnail.trs.8s.0.0.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,13.6,normal,122.6,12.7,normal,128.0,11.3,normal,134.6,13.3
-M.SF.2.hip.tnail.trs.8s.0.0.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.7,normal,118.0,11.8,lognormal,121.6,0.1,normal,124.1,11.9
-M.SF.2.hip.tnail.trs.8s.0.0.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,14.9,normal,131.6,12.9,normal,138.6,12.6,lognormal,146.9,0.11
-M.SF.2.hip.tnail.trs.8s.0.0.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,15.3,normal,141.0,14.0,normal,149.9,13.7,normal,156.9,14.4
-M.SF.2.hip.tnail.trs.8s.0.0.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.4,0.14,normal,147.2,15.1,normal,155.4,13.7,normal,164.7,15.9
-M.SF.2.hip.tnail.trs.8s.0.0.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.6,lognormal,122.7,0.11,normal,127.9,11.4,lognormal,135.2,0.11
-M.SF.2.hip.tnail.trs.8s.0.0.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,13.6,normal,117.8,11.5,lognormal,121.0,0.1,normal,124.0,12.2
-M.SF.2.hip.tnail.trs.8s.0.0.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.4,0.14,lognormal,131.8,0.11,normal,138.3,12.5,lognormal,147.0,0.12
-M.SF.2.hip.tnail.trs.8s.0.0.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.3,normal,141.7,14.8,normal,149.8,13.1,normal,157.3,14.6
-M.SF.2.hip.tnail.trs.8s.0.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.2,normal,147.2,15.0,normal,155.0,14.3,normal,158.5,14.9
-M.SF.2.hip.tnail.trs.8s.0.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,13.9,normal,122.9,12.2,normal,126.7,11.2,lognormal,129.2,0.1
-M.SF.2.hip.tnail.trs.8s.0.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.9,lognormal,119.4,0.11,normal,122.5,12.3,lognormal,123.8,0.11
-M.SF.2.hip.tnail.trs.8s.0.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.14,normal,132.0,12.9,lognormal,137.7,0.1,normal,139.9,13.6
-M.SF.2.hip.tnail.trs.8s.0.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,16.0,lognormal,142.0,0.11,lognormal,150.1,0.11,lognormal,153.3,0.11
-M.SF.2.hip.tnail.trs.8s.0.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.6,normal,147.7,15.3,normal,155.1,14.1,lognormal,158.3,0.1
-M.SF.2.hip.tnail.trs.8s.0.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.1,0.14,normal,123.0,12.2,normal,127.0,11.5,normal,129.1,12.7
-M.SF.2.hip.tnail.trs.8s.0.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,14.1,lognormal,119.4,0.11,normal,122.5,12.4,lognormal,123.7,0.11
-M.SF.2.hip.tnail.trs.8s.0.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.7,0.14,lognormal,132.5,0.11,lognormal,138.0,0.1,lognormal,140.5,0.11
-M.SF.2.hip.tnail.trs.8s.0.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,15.9,normal,141.8,15.0,normal,149.2,14.7,normal,152.8,15.7
-M.SF.2.hip.tnail.trs.8s.0.1.std.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,16.1,normal,147.4,15.7,lognormal,156.2,0.1,normal,164.6,16.1
-M.SF.2.hip.tnail.trs.8s.0.1.std.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,13.6,normal,122.6,12.7,normal,128.0,11.3,normal,134.6,13.3
-M.SF.2.hip.tnail.trs.8s.0.1.std.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.7,normal,118.0,11.8,lognormal,121.6,0.1,normal,124.1,11.9
-M.SF.2.hip.tnail.trs.8s.0.1.std.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,14.9,normal,131.6,12.9,normal,138.6,12.6,lognormal,146.9,0.11
-M.SF.2.hip.tnail.trs.8s.0.1.std.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,15.3,normal,141.0,14.0,normal,149.9,13.7,normal,156.9,14.4
-M.SF.2.hip.tnail.trs.8s.0.1.std.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.4,0.14,normal,147.2,15.1,normal,155.4,13.7,normal,164.7,15.9
-M.SF.2.hip.tnail.trs.8s.0.1.std.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.6,lognormal,122.7,0.11,normal,127.9,11.4,lognormal,135.2,0.11
-M.SF.2.hip.tnail.trs.8s.0.1.std.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,13.6,normal,117.8,11.5,lognormal,121.0,0.1,normal,124.0,12.2
-M.SF.2.hip.tnail.trs.8s.0.1.std.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.4,0.14,lognormal,131.8,0.11,normal,138.3,12.5,lognormal,147.0,0.12
-M.SF.2.hip.tnail.trs.8s.0.1.std.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.3,normal,141.7,14.8,normal,149.8,13.1,normal,157.3,14.6
-M.SF.2.hip.tnail.trs.8s.0.1.wkd.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,16.1,normal,147.4,15.7,lognormal,156.2,0.1,normal,164.6,16.1
-M.SF.2.hip.tnail.trs.8s.0.1.wkd.0.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,13.6,normal,122.6,12.7,normal,128.0,11.3,normal,134.6,13.3
-M.SF.2.hip.tnail.trs.8s.0.1.wkd.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.7,normal,118.0,11.8,lognormal,121.6,0.1,normal,124.1,11.9
-M.SF.2.hip.tnail.trs.8s.0.1.wkd.0.null.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,14.9,normal,131.6,12.9,normal,138.6,12.6,lognormal,146.9,0.11
-M.SF.2.hip.tnail.trs.8s.0.1.wkd.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,15.3,normal,141.0,14.0,normal,149.9,13.7,normal,156.9,14.4
-M.SF.2.hip.tnail.trs.8s.0.1.wkd.1.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.4,0.14,normal,147.2,15.1,normal,155.4,13.7,normal,164.7,15.9
-M.SF.2.hip.tnail.trs.8s.0.1.wkd.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.6,lognormal,122.7,0.11,normal,127.9,11.4,lognormal,135.2,0.11
-M.SF.2.hip.tnail.trs.8s.0.1.wkd.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,13.6,normal,117.8,11.5,lognormal,121.0,0.1,normal,124.0,12.2
-M.SF.2.hip.tnail.trs.8s.0.1.wkd.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.4,0.14,lognormal,131.8,0.11,normal,138.3,12.5,lognormal,147.0,0.12
-M.SF.2.hip.tnail.trs.8s.0.1.wkd.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.3,normal,141.7,14.8,normal,149.8,13.1,normal,157.3,14.6
-M.SF.2.hip.tnail.trs.8s.1.0.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,17.8,normal,161.5,21.1,normal,178.1,18.5,lognormal,184.6,0.1
-M.SF.2.hip.tnail.trs.8s.1.0.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.1,0.15,lognormal,142.1,0.14,normal,153.2,16.5,normal,157.4,17.1
-M.SF.2.hip.tnail.trs.8s.1.0.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.4,normal,136.9,19.1,normal,151.9,17.1,normal,157.1,15.4
-M.SF.2.hip.tnail.trs.8s.1.0.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,lognormal,150.0,0.14,normal,162.6,16.7,normal,168.7,18.0
-M.SF.2.hip.tnail.trs.8s.1.0.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.3,0.15,normal,157.3,20.2,lognormal,171.8,0.11,normal,178.6,17.5
-M.SF.2.hip.tnail.trs.8s.1.0.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,18.1,normal,161.6,21.4,normal,177.5,18.0,lognormal,185.4,0.1
-M.SF.2.hip.tnail.trs.8s.1.0.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,16.0,normal,141.3,17.4,normal,153.4,17.1,normal,157.8,17.9
-M.SF.2.hip.tnail.trs.8s.1.0.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.5,normal,136.3,18.2,normal,150.5,15.8,normal,156.5,15.2
-M.SF.2.hip.tnail.trs.8s.1.0.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.15,normal,149.4,18.7,lognormal,163.1,0.11,normal,168.0,17.0
-M.SF.2.hip.tnail.trs.8s.1.0.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,17.6,normal,156.5,19.6,normal,172.6,18.7,normal,179.5,18.0
-M.SF.2.hip.tnail.trs.8s.1.0.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.1,0.16,normal,162.0,20.6,normal,176.8,17.8,normal,184.7,17.8
-M.SF.2.hip.tnail.trs.8s.1.0.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,141.7,17.0,normal,153.4,16.0,normal,159.9,15.8
-M.SF.2.hip.tnail.trs.8s.1.0.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.4,0.15,normal,136.1,18.0,normal,149.9,15.5,normal,155.3,14.1
-M.SF.2.hip.tnail.trs.8s.1.0.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.5,0.15,normal,149.1,18.5,normal,162.0,15.4,lognormal,170.0,0.11
-M.SF.2.hip.tnail.trs.8s.1.0.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,17.7,normal,157.7,19.5,lognormal,173.2,0.11,normal,180.1,17.9
-M.SF.2.hip.tnail.trs.8s.1.0.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,18.1,normal,161.3,20.5,normal,177.1,17.3,lognormal,185.1,0.1
-M.SF.2.hip.tnail.trs.8s.1.0.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,16.0,normal,141.5,17.1,normal,153.5,15.7,normal,159.7,16.2
-M.SF.2.hip.tnail.trs.8s.1.0.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.5,normal,136.6,18.0,normal,150.6,15.9,normal,155.5,14.3
-M.SF.2.hip.tnail.trs.8s.1.0.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.5,0.15,normal,150.1,18.7,normal,162.9,16.3,lognormal,170.1,0.11
-M.SF.2.hip.tnail.trs.8s.1.0.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,17.4,normal,157.5,19.6,normal,171.4,16.2,lognormal,178.7,0.1
-M.SF.2.hip.tnail.trs.8s.1.1.no.0.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,17.8,normal,161.5,21.1,normal,178.1,18.5,lognormal,184.6,0.1
-M.SF.2.hip.tnail.trs.8s.1.1.no.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.1,0.15,lognormal,142.1,0.14,normal,153.2,16.5,normal,157.4,17.1
-M.SF.2.hip.tnail.trs.8s.1.1.no.0.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.4,normal,136.9,19.1,normal,151.9,17.1,normal,157.1,15.4
-M.SF.2.hip.tnail.trs.8s.1.1.no.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,lognormal,150.0,0.14,normal,162.6,16.7,normal,168.7,18.0
-M.SF.2.hip.tnail.trs.8s.1.1.no.0.null.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.3,0.15,normal,157.3,20.2,lognormal,171.8,0.11,normal,178.6,17.5
-M.SF.2.hip.tnail.trs.8s.1.1.no.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,18.1,normal,161.6,21.4,normal,177.5,18.0,lognormal,185.4,0.1
-M.SF.2.hip.tnail.trs.8s.1.1.no.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,16.0,normal,141.3,17.4,normal,153.4,17.1,normal,157.8,17.9
-M.SF.2.hip.tnail.trs.8s.1.1.no.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.5,normal,136.3,18.2,normal,150.5,15.8,normal,156.5,15.2
-M.SF.2.hip.tnail.trs.8s.1.1.no.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.9,0.15,normal,149.4,18.7,lognormal,163.1,0.11,normal,168.0,17.0
-M.SF.2.hip.tnail.trs.8s.1.1.no.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,17.6,normal,156.5,19.6,normal,172.6,18.7,normal,179.5,18.0
-M.SF.2.hip.tnail.trs.8s.1.1.sup.0.null.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.1,0.16,normal,162.0,20.6,normal,176.8,17.8,normal,184.7,17.8
-M.SF.2.hip.tnail.trs.8s.1.1.sup.0.null.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,141.7,17.0,normal,153.4,16.0,normal,159.9,15.8
-M.SF.2.hip.tnail.trs.8s.1.1.sup.0.null.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.4,0.15,normal,136.1,18.0,normal,149.9,15.5,normal,155.3,14.1
-M.SF.2.hip.tnail.trs.8s.1.1.sup.0.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.5,0.15,normal,149.1,18.5,normal,162.0,15.4,lognormal,170.0,0.11
-M.SF.2.hip.tnail.trs.8s.1.1.sup.0.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,17.7,normal,157.7,19.5,lognormal,173.2,0.11,normal,180.1,17.9
-M.SF.2.hip.tnail.trs.8s.1.1.sup.1.null.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,18.1,normal,161.3,20.5,normal,177.1,17.3,lognormal,185.1,0.1
-M.SF.2.hip.tnail.trs.8s.1.1.sup.1.null.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,16.0,normal,141.5,17.1,normal,153.5,15.7,normal,159.7,16.2
-M.SF.2.hip.tnail.trs.8s.1.1.sup.1.null.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.5,normal,136.6,18.0,normal,150.6,15.9,normal,155.5,14.3
-M.SF.2.hip.tnail.trs.8s.1.1.sup.1.null.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.5,0.15,normal,150.1,18.7,normal,162.9,16.3,lognormal,170.1,0.11
-M.SF.2.hip.tnail.trs.8s.1.1.sup.1.null.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,17.4,normal,157.5,19.6,normal,171.4,16.2,lognormal,178.7,0.1
-MH.76HUD.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.1,0.13,normal,145.0,16.6,lognormal,158.5,0.12,lognormal,169.5,0.12
-MH.76HUD.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,14.5,normal,123.4,13.6,normal,131.8,13.5,lognormal,137.7,0.12
-MH.76HUD.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.5,0.13,normal,114.2,12.8,normal,120.9,12.6,normal,124.9,13.5
-MH.76HUD.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.2,0.13,lognormal,132.1,0.12,lognormal,143.1,0.12,lognormal,151.2,0.13
-MH.76HUD.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.7,0.13,lognormal,140.7,0.12,lognormal,153.4,0.12,lognormal,162.5,0.12
-MH.76HUD.0.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.4,0.14,lognormal,146.3,0.13,lognormal,166.0,0.12,normal,179.9,22.5
-MH.76HUD.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,14.9,normal,123.9,13.8,normal,135.4,14.4,normal,140.9,17.3
-MH.76HUD.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,13.5,normal,114.7,12.9,normal,123.5,13.0,normal,126.6,14.3
-MH.76HUD.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,15.3,lognormal,132.8,0.12,lognormal,148.6,0.12,normal,156.9,20.4
-MH.76HUD.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,16.5,normal,141.2,16.2,normal,159.5,17.1,lognormal,172.6,0.14
-MH.76HUD.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,17.4,lognormal,148.6,0.13,lognormal,164.3,0.13,lognormal,176.2,0.13
-MH.76HUD.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.8,0.14,lognormal,129.1,0.13,lognormal,141.9,0.13,lognormal,151.8,0.13
-MH.76HUD.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.5,0.14,lognormal,118.9,0.14,lognormal,131.0,0.14,lognormal,141.0,0.15
-MH.76HUD.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.1,0.14,normal,136.9,16.6,lognormal,151.8,0.14,lognormal,162.0,0.13
-MH.76HUD.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.3,0.14,lognormal,145.2,0.14,lognormal,160.0,0.13,normal,170.4,19.4
-MH.76HUD.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.3,0.14,lognormal,150.3,0.14,normal,180.6,20.4,normal,199.0,24.7
-MH.76HUD.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.2,lognormal,130.5,0.14,normal,156.0,18.9,lognormal,169.3,0.16
-MH.76HUD.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.9,0.15,lognormal,120.0,0.14,normal,146.0,21.3,normal,159.5,27.1
-MH.76HUD.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,17.0,lognormal,138.8,0.14,normal,166.2,18.5,normal,180.0,22.2
-MH.76HUD.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.4,0.15,lognormal,146.8,0.14,lognormal,176.2,0.12,normal,193.2,25.1
-MH.94HUDI.0.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,16.5,lognormal,140.1,0.13,normal,149.4,18.4,lognormal,152.9,0.14
-MH.94HUDI.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,14.1,normal,119.6,14.7,normal,125.1,15.0,normal,126.5,15.8
-MH.94HUDI.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,13.3,normal,111.5,13.5,normal,116.9,13.7,normal,118.4,14.6
-MH.94HUDI.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.4,0.13,normal,127.2,14.9,lognormal,134.7,0.13,normal,136.4,17.0
-MH.94HUDI.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,15.8,lognormal,135.7,0.13,normal,144.3,17.8,normal,146.9,19.0
-MH.94HUDI.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,16.8,lognormal,140.5,0.13,lognormal,152.4,0.14,normal,153.4,20.2
-MH.94HUDI.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,14.3,normal,119.8,14.8,normal,126.2,15.6,normal,126.7,15.9
-MH.94HUDI.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.5,normal,111.7,13.6,normal,118.2,14.4,normal,118.7,14.7
-MH.94HUDI.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,15.1,lognormal,127.8,0.13,normal,136.0,16.7,lognormal,137.2,0.14
-MH.94HUDI.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,16.1,lognormal,136.0,0.13,lognormal,146.8,0.14,lognormal,147.9,0.15
-MH.94HUDI.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.9,0.14,lognormal,143.4,0.14,lognormal,156.9,0.15,lognormal,162.2,0.16
-MH.94HUDI.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.4,0.14,lognormal,124.6,0.14,lognormal,135.3,0.15,lognormal,139.2,0.16
-MH.94HUDI.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.4,0.14,lognormal,114.5,0.15,lognormal,124.7,0.16,lognormal,128.3,0.17
-MH.94HUDI.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.5,0.14,lognormal,132.3,0.14,lognormal,144.6,0.15,lognormal,149.1,0.16
-MH.94HUDI.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,133.6,0.14,lognormal,139.9,0.14,lognormal,152.9,0.15,lognormal,157.6,0.16
-MH.94HUDI.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.7,0.14,lognormal,144.0,0.14,lognormal,163.2,0.17,lognormal,164.2,0.17
-MH.94HUDI.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.2,0.14,lognormal,125.1,0.14,lognormal,140.1,0.16,lognormal,140.9,0.17
-MH.94HUDI.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.1,0.14,lognormal,114.9,0.15,lognormal,129.1,0.17,lognormal,129.7,0.18
-MH.94HUDI.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.4,0.14,lognormal,133.0,0.14,lognormal,150.2,0.17,lognormal,151.1,0.17
-MH.94HUDI.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.5,0.14,lognormal,140.4,0.15,lognormal,158.3,0.16,lognormal,159.2,0.17
-MH.94HUDII.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.4,0.13,lognormal,160.6,0.13,lognormal,164.5,0.14,normal,175.9,20.0
-MH.94HUDII.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,15.0,lognormal,138.3,0.12,lognormal,143.1,0.13,normal,151.3,17.2
-MH.94HUDII.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.2,0.14,lognormal,129.9,0.13,lognormal,133.1,0.14,lognormal,142.4,0.13
-MH.94HUDII.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,15.5,normal,147.5,16.9,normal,151.7,18.5,lognormal,161.8,0.12
-MH.94HUDII.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.9,0.13,lognormal,156.4,0.13,lognormal,160.7,0.14,lognormal,171.6,0.12
-MH.94HUDII.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.9,19.8,normal,174.0,19.7,normal,197.5,22.8,lognormal,207.3,0.13
-MH.94HUDII.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,17.2,normal,146.1,15.6,normal,163.1,18.9,lognormal,169.3,0.14
-MH.94HUDII.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,18.0,normal,141.5,17.3,normal,155.6,17.1,normal,160.1,17.2
-MH.94HUDII.0.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.7,0.15,normal,156.9,17.0,normal,176.4,19.7,lognormal,183.8,0.13
-MH.94HUDII.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,19.6,normal,168.6,18.8,lognormal,190.2,0.12,lognormal,199.3,0.13
-MH.94HUDII.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.1,0.13,lognormal,161.2,0.13,lognormal,164.5,0.13,lognormal,177.1,0.13
-MH.94HUDII.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.1,0.14,lognormal,141.2,0.13,lognormal,144.6,0.14,lognormal,155.5,0.13
-MH.94HUDII.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.3,0.14,lognormal,131.2,0.14,lognormal,134.1,0.14,lognormal,144.6,0.14
-MH.94HUDII.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.3,0.13,lognormal,149.8,0.14,lognormal,153.5,0.14,lognormal,164.7,0.13
-MH.94HUDII.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.0,0.14,lognormal,157.4,0.13,lognormal,160.5,0.13,lognormal,173.2,0.13
-MH.94HUDII.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,160.6,21.5,normal,178.0,22.4,lognormal,206.5,0.14,normal,213.1,23.1
-MH.94HUDII.1.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,19.3,normal,156.8,20.3,lognormal,177.4,0.13,lognormal,185.6,0.13
-MH.94HUDII.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,18.3,normal,145.5,19.2,lognormal,167.5,0.14,normal,175.9,21.5
-MH.94HUDII.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.2,0.15,normal,165.0,20.8,lognormal,189.4,0.14,lognormal,198.4,0.13
-MH.94HUDII.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,157.0,21.4,normal,174.1,22.1,lognormal,200.5,0.14,normal,207.4,21.7
-MH.94HUDIII.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.5,0.13,lognormal,160.9,0.13,lognormal,165.0,0.14,lognormal,178.1,0.13
-MH.94HUDIII.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,15.1,normal,139.6,16.2,lognormal,144.2,0.14,lognormal,153.9,0.13
-MH.94HUDIII.0.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.14,lognormal,130.6,0.13,lognormal,133.6,0.14,lognormal,143.8,0.13
-MH.94HUDIII.0.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.13,lognormal,148.3,0.13,lognormal,152.9,0.14,lognormal,162.9,0.12
-MH.94HUDIII.0.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,16.2,lognormal,157.3,0.13,lognormal,161.1,0.14,lognormal,172.5,0.13
-MH.94HUDIII.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.0,20.1,normal,175.7,21.0,normal,202.3,23.6,lognormal,211.2,0.12
-MH.94HUDIII.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,17.4,normal,149.4,16.9,lognormal,170.7,0.13,normal,176.9,21.6
-MH.94HUDIII.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,18.1,normal,143.3,18.2,normal,161.3,18.8,normal,167.7,19.4
-MH.94HUDIII.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.2,normal,159.5,18.3,lognormal,183.5,0.13,lognormal,191.0,0.13
-MH.94HUDIII.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,19.6,normal,170.4,20.2,lognormal,195.0,0.12,lognormal,205.1,0.13
-MH.94HUDIII.1.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.8,0.14,lognormal,161.0,0.13,lognormal,164.5,0.14,lognormal,178.4,0.14
-MH.94HUDIII.1.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,16.0,lognormal,141.2,0.13,lognormal,144.5,0.14,lognormal,156.2,0.14
-MH.94HUDIII.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.3,0.14,lognormal,130.9,0.14,lognormal,134.0,0.14,lognormal,144.6,0.14
-MH.94HUDIII.1.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,17.1,lognormal,150.0,0.14,lognormal,153.4,0.14,lognormal,165.0,0.13
-MH.94HUDIII.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.6,0.13,lognormal,157.7,0.13,lognormal,161.1,0.14,lognormal,173.6,0.13
-MH.94HUDIII.1.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,160.9,21.8,lognormal,179.2,0.14,normal,206.8,26.4,normal,217.9,25.3
-MH.94HUDIII.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.9,0.15,normal,156.9,20.6,lognormal,179.7,0.14,lognormal,188.3,0.13
-MH.94HUDIII.1.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,18.2,normal,145.8,19.4,lognormal,169.4,0.15,lognormal,178.3,0.13
-MH.94HUDIII.1.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,20.0,normal,165.7,21.0,lognormal,190.8,0.14,lognormal,200.8,0.13
-MH.94HUDIII.1.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,156.8,21.2,normal,174.4,22.3,lognormal,201.7,0.14,lognormal,211.9,0.13
-MH.PHUD.0.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.4,0.13,lognormal,139.4,0.12,lognormal,150.3,0.12,normal,156.2,18.0
-MH.PHUD.0.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,13.1,normal,113.6,12.9,normal,119.7,13.1,normal,122.6,13.9
-MH.PHUD.0.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,13.1,normal,113.6,12.9,normal,119.7,13.1,normal,122.6,13.9
-MH.PHUD.0.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,14.1,normal,122.5,14.0,normal,129.1,14.1,normal,132.7,15.6
-MH.PHUD.0.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.13,lognormal,130.9,0.12,lognormal,139.6,0.12,lognormal,145.2,0.13
-MH.PHUD.0.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,16.4,lognormal,140.0,0.12,normal,154.7,17.5,lognormal,160.4,0.14
-MH.PHUD.0.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,13.4,normal,114.0,13.0,normal,122.1,13.7,normal,123.5,14.4
-MH.PHUD.0.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,13.4,normal,114.0,13.0,normal,122.1,13.7,normal,123.5,14.4
-MH.PHUD.0.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,14.8,normal,122.7,14.0,normal,131.7,15.0,normal,133.9,16.4
-MH.PHUD.0.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,15.2,lognormal,131.4,0.12,lognormal,143.8,0.13,lognormal,147.7,0.14
-MH.PHUD.1.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,17.3,lognormal,147.8,0.13,lognormal,162.8,0.14,lognormal,173.1,0.14
-MH.PHUD.1.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.5,0.14,lognormal,128.3,0.13,lognormal,140.5,0.14,lognormal,148.8,0.14
-MH.PHUD.1.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.2,0.14,lognormal,118.1,0.14,lognormal,129.7,0.15,lognormal,137.8,0.16
-MH.PHUD.1.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.14,lognormal,136.4,0.13,lognormal,150.3,0.14,lognormal,159.1,0.14
-MH.PHUD.1.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.9,0.14,lognormal,144.3,0.14,normal,158.4,19.5,lognormal,167.9,0.13
-MH.PHUD.1.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.9,0.14,lognormal,149.2,0.14,lognormal,176.6,0.14,lognormal,186.2,0.16
-MH.PHUD.1.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.14,lognormal,129.4,0.14,lognormal,152.6,0.15,normal,157.4,22.9
-MH.PHUD.1.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.5,0.15,lognormal,119.0,0.14,lognormal,141.5,0.17,lognormal,148.3,0.2
-MH.PHUD.1.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.4,0.14,lognormal,137.5,0.14,lognormal,162.6,0.14,normal,168.9,23.9
-MH.PHUD.1.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.8,0.14,lognormal,145.6,0.14,normal,171.3,21.1,lognormal,179.8,0.16
-S.ECB.H.bur.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.5,normal,106.8,13.4,normal,135.3,12.1,lognormal,178.1,0.14
-S.ECB.H.bur.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.4,10.3,normal,93.4,8.7,normal,114.4,7.6,lognormal,161.0,0.12
-S.ECB.H.bur.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.5,11.0,normal,94.3,9.9,lognormal,122.0,0.1,lognormal,162.9,0.14
-S.ECB.H.bur.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,12.0,normal,99.5,10.6,normal,122.7,8.5,lognormal,166.5,0.12
-S.ECB.H.bur.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,14.2,normal,104.4,12.7,normal,131.2,10.8,lognormal,172.6,0.13
-S.ECB.H.bur.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,15.7,lognormal,107.8,0.15,normal,155.2,10.7,normal,155.3,10.7
-S.ECB.H.bur.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,11.3,normal,96.8,10.1,lognormal,128.2,0.08,lognormal,128.3,0.08
-S.ECB.H.bur.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,12.4,normal,97.2,11.5,normal,141.9,10.9,lognormal,142.1,0.08
-S.ECB.H.bur.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,13.4,normal,102.0,11.9,normal,138.4,9.9,normal,138.5,9.9
-S.ECB.H.bur.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,15.0,normal,105.8,13.4,normal,149.8,10.5,normal,149.9,10.5
-S.ECB.H.bur.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,15.3,lognormal,107.4,0.14,normal,148.6,9.1,normal,217.4,16.3
-S.ECB.H.bur.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.8,10.6,normal,95.1,9.2,lognormal,121.2,0.08,normal,196.4,15.0
-S.ECB.H.bur.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.7,11.6,normal,95.9,10.7,normal,134.4,10.9,normal,190.7,15.1
-S.ECB.H.bur.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,12.6,normal,100.9,11.5,normal,130.6,9.2,normal,202.5,14.5
-S.ECB.H.bur.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,14.5,normal,105.3,13.3,lognormal,141.8,0.07,normal,211.1,15.9
-S.ECB.H.bur.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.5,normal,107.2,13.5,lognormal,135.6,0.1,lognormal,176.8,0.14
-S.ECB.H.bur.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.3,10.2,normal,93.5,8.7,normal,114.5,7.6,lognormal,160.5,0.12
-S.ECB.H.bur.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.6,11.0,normal,94.2,9.9,lognormal,122.0,0.1,normal,162.2,21.0
-S.ECB.H.bur.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,12.0,normal,99.5,10.6,normal,122.6,8.3,normal,166.6,18.9
-S.ECB.H.bur.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,14.1,normal,104.7,12.7,normal,130.9,10.5,lognormal,172.5,0.13
-S.ECB.H.bur.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,15.8,normal,107.7,14.3,normal,156.9,9.8,normal,157.0,10.3
-S.ECB.H.bur.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,11.3,normal,96.6,9.9,lognormal,128.2,0.08,lognormal,128.3,0.08
-S.ECB.H.bur.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.7,12.1,normal,97.1,11.3,lognormal,143.8,0.08,lognormal,143.9,0.08
-S.ECB.H.bur.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,13.3,normal,102.2,12.3,normal,138.6,9.7,lognormal,138.7,0.07
-S.ECB.H.bur.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,15.0,lognormal,106.1,0.14,lognormal,150.7,0.07,lognormal,150.8,0.07
-S.ECB.H.bur.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.3,normal,107.2,13.8,normal,149.3,9.5,normal,216.9,15.2
-S.ECB.H.bur.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.7,10.7,normal,95.0,9.3,normal,121.1,8.8,normal,194.9,15.0
-S.ECB.H.bur.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.7,11.6,normal,95.8,10.7,lognormal,134.9,0.09,normal,190.2,14.7
-S.ECB.H.bur.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,12.7,normal,101.0,11.5,normal,130.4,9.1,lognormal,205.0,0.09
-S.ECB.H.bur.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,14.4,normal,105.2,13.2,lognormal,142.0,0.07,lognormal,211.8,0.08
-S.ECB.H.bur.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,15.5,lognormal,107.4,0.14,lognormal,138.7,0.11,lognormal,181.4,0.16
-S.ECB.H.bur.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.9,11.3,normal,96.2,10.1,normal,119.9,9.8,normal,164.1,17.6
-S.ECB.H.bur.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.5,12.1,normal,96.4,11.1,normal,124.7,12.4,normal,162.9,21.6
-S.ECB.H.bur.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,13.2,normal,101.3,11.8,normal,126.7,10.4,lognormal,171.8,0.14
-S.ECB.H.bur.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,14.9,lognormal,105.8,0.14,lognormal,134.5,0.1,normal,177.2,23.6
-S.ECB.H.bur.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,15.7,lognormal,107.6,0.15,normal,161.1,13.5,lognormal,161.3,0.09
-S.ECB.H.bur.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,12.7,normal,99.1,11.5,normal,138.4,12.3,lognormal,138.5,0.09
-S.ECB.H.bur.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.4,13.5,lognormal,98.9,0.14,normal,144.1,11.2,normal,144.2,11.2
-S.ECB.H.bur.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,14.3,normal,103.4,13.0,normal,148.3,13.3,lognormal,148.4,0.1
-S.ECB.H.bur.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,15.4,lognormal,106.4,0.14,normal,156.4,12.3,lognormal,156.5,0.08
-S.ECB.H.bur.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,15.6,lognormal,107.7,0.14,normal,154.8,10.8,lognormal,233.7,0.1
-S.ECB.H.bur.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,11.9,normal,97.7,10.8,lognormal,129.4,0.09,normal,198.1,14.9
-S.ECB.H.bur.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.5,13.0,normal,97.9,12.0,lognormal,138.1,0.08,normal,190.7,15.3
-S.ECB.H.bur.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,13.7,normal,102.1,12.2,normal,139.5,11.5,lognormal,208.5,0.08
-S.ECB.H.bur.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,15.1,lognormal,106.0,0.14,lognormal,150.0,0.08,lognormal,218.6,0.08
-S.ECB.H.bur.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,15.3,lognormal,107.6,0.14,lognormal,138.5,0.11,lognormal,180.1,0.16
-S.ECB.H.bur.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.9,11.5,normal,96.4,10.1,lognormal,120.2,0.09,lognormal,165.0,0.12
-S.ECB.H.bur.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,12.3,normal,96.8,11.3,normal,124.5,12.4,lognormal,163.2,0.15
-S.ECB.H.bur.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,13.1,normal,101.4,11.7,normal,126.7,10.3,normal,171.0,20.3
-S.ECB.H.bur.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,14.8,lognormal,105.7,0.14,lognormal,134.3,0.1,normal,178.2,24.5
-S.ECB.H.bur.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,16.2,lognormal,107.9,0.15,normal,164.4,13.3,lognormal,164.5,0.09
-S.ECB.H.bur.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,12.7,normal,99.2,11.4,lognormal,138.9,0.1,lognormal,139.0,0.1
-S.ECB.H.bur.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.3,13.4,lognormal,98.8,0.14,lognormal,146.1,0.08,lognormal,146.2,0.08
-S.ECB.H.bur.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,14.2,normal,103.1,12.7,lognormal,149.3,0.09,lognormal,149.4,0.1
-S.ECB.H.bur.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,15.3,lognormal,106.3,0.14,normal,158.2,11.4,lognormal,158.3,0.07
-S.ECB.H.bur.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,15.6,lognormal,107.8,0.15,normal,156.7,10.8,normal,222.1,15.5
-S.ECB.H.bur.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,11.9,normal,97.7,10.7,lognormal,129.6,0.09,lognormal,197.7,0.08
-S.ECB.H.bur.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.5,12.8,lognormal,97.9,0.13,normal,139.1,10.9,lognormal,192.3,0.1
-S.ECB.H.bur.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,13.8,normal,102.3,12.4,normal,140.1,12.1,lognormal,208.1,0.08
-S.ECB.H.bur.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,15.1,lognormal,106.0,0.14,normal,151.5,11.7,normal,216.9,14.4
-S.ECB.H.bur.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.9,lognormal,107.6,0.15,lognormal,140.4,0.12,lognormal,187.7,0.19
-S.ECB.H.bur.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.9,12.0,normal,98.6,10.9,normal,124.4,10.3,normal,168.9,19.0
-S.ECB.H.bur.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,13.2,normal,98.5,12.4,normal,126.3,13.0,normal,165.5,23.6
-S.ECB.H.bur.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,14.0,normal,103.0,12.8,lognormal,131.2,0.1,normal,176.6,21.7
-S.ECB.H.bur.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,15.5,normal,106.1,13.9,normal,137.5,14.7,normal,184.1,27.7
-S.ECB.H.bur.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.1,lognormal,107.9,0.15,normal,165.2,15.0,lognormal,165.4,0.1
-S.ECB.H.bur.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,13.7,lognormal,101.4,0.14,normal,143.6,11.3,normal,143.7,11.3
-S.ECB.H.bur.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,14.2,lognormal,99.7,0.15,normal,145.4,11.3,lognormal,145.5,0.08
-S.ECB.H.bur.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,14.9,lognormal,104.0,0.14,lognormal,152.1,0.08,lognormal,152.2,0.08
-S.ECB.H.bur.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.8,lognormal,106.7,0.15,normal,160.0,13.4,lognormal,160.2,0.09
-S.ECB.H.bur.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.9,lognormal,107.9,0.15,normal,158.8,12.1,normal,231.2,17.9
-S.ECB.H.bur.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.8,12.7,normal,99.7,11.7,normal,135.0,10.3,normal,199.9,14.5
-S.ECB.H.bur.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.8,13.8,lognormal,99.5,0.14,normal,139.9,10.0,normal,190.3,16.0
-S.ECB.H.bur.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,14.6,normal,103.6,13.2,lognormal,145.7,0.08,normal,209.9,15.6
-S.ECB.H.bur.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.7,lognormal,106.4,0.14,normal,154.5,11.7,normal,214.9,13.7
-S.ECB.H.bur.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,108.0,0.15,lognormal,140.3,0.12,lognormal,187.8,0.19
-S.ECB.H.bur.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.0,12.1,normal,98.8,11.0,normal,124.8,10.8,normal,169.4,19.9
-S.ECB.H.bur.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,13.3,normal,98.5,12.4,normal,126.4,13.2,lognormal,164.8,0.15
-S.ECB.H.bur.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,14.0,normal,103.0,12.6,lognormal,131.4,0.1,normal,177.4,23.4
-S.ECB.H.bur.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,15.6,normal,106.1,13.9,lognormal,137.8,0.12,normal,181.9,26.0
-S.ECB.H.bur.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,15.9,lognormal,108.0,0.15,normal,168.5,13.0,lognormal,168.6,0.08
-S.ECB.H.bur.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,13.5,normal,100.9,12.5,lognormal,145.0,0.08,lognormal,145.1,0.08
-S.ECB.H.bur.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.6,14.3,lognormal,100.0,0.15,normal,146.9,10.6,lognormal,147.1,0.08
-S.ECB.H.bur.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,14.9,lognormal,104.1,0.14,normal,154.1,10.4,lognormal,154.2,0.07
-S.ECB.H.bur.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.1,15.6,lognormal,106.6,0.15,lognormal,163.2,0.08,lognormal,163.3,0.08
-S.ECB.H.bur.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,15.9,lognormal,108.0,0.15,normal,160.9,10.6,normal,219.2,12.9
-S.ECB.H.bur.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,12.7,normal,99.7,11.6,normal,135.4,10.4,normal,200.5,15.7
-S.ECB.H.bur.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.8,13.7,normal,99.4,13.1,normal,140.5,9.8,normal,192.7,17.2
-S.ECB.H.bur.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,14.4,lognormal,103.8,0.14,lognormal,146.5,0.08,normal,207.7,14.2
-S.ECB.H.bur.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.7,lognormal,106.6,0.14,normal,155.9,10.5,normal,218.8,16.1
-S.ECB.H.bur.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.3,lognormal,108.0,0.15,lognormal,140.9,0.12,lognormal,165.9,0.13
-S.ECB.H.bur.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.7,lognormal,102.9,0.15,lognormal,133.3,0.13,lognormal,157.6,0.13
-S.ECB.H.bur.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.7,lognormal,100.4,0.15,lognormal,128.7,0.12,lognormal,152.8,0.14
-S.ECB.H.bur.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.7,lognormal,104.8,0.15,lognormal,136.4,0.13,lognormal,160.4,0.13
-S.ECB.H.bur.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,normal,106.2,13.9,lognormal,138.7,0.12,lognormal,164.8,0.13
-S.ECB.H.bur.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.2,lognormal,107.7,0.15,lognormal,167.1,0.11,lognormal,167.2,0.11
-S.ECB.H.bur.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,102.9,0.15,normal,155.4,14.0,lognormal,155.6,0.1
-S.ECB.H.bur.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,100.5,0.15,normal,147.2,11.9,lognormal,147.4,0.09
-S.ECB.H.bur.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.6,lognormal,104.6,0.14,normal,159.9,14.5,lognormal,160.1,0.1
-S.ECB.H.bur.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.0,normal,106.5,14.0,lognormal,165.6,0.11,lognormal,165.7,0.11
-S.ECB.H.bur.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.8,lognormal,108.2,0.15,normal,166.3,15.9,normal,226.0,16.7
-S.ECB.H.bur.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,102.9,0.15,normal,152.7,12.2,normal,202.9,16.1
-S.ECB.H.bur.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.1,lognormal,100.2,0.15,lognormal,143.9,0.08,lognormal,186.7,0.08
-S.ECB.H.bur.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.6,lognormal,104.8,0.15,normal,158.3,13.8,normal,212.8,16.7
-S.ECB.H.bur.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.9,lognormal,106.7,0.15,normal,161.8,14.1,lognormal,221.7,0.08
-S.ECB.H.bur.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,108.1,0.15,lognormal,141.2,0.12,lognormal,166.0,0.13
-S.ECB.H.bur.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.4,lognormal,102.8,0.15,lognormal,133.0,0.13,lognormal,156.6,0.13
-S.ECB.H.bur.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,100.3,0.15,lognormal,128.9,0.12,lognormal,152.0,0.13
-S.ECB.H.bur.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,15.9,lognormal,104.9,0.15,lognormal,135.9,0.12,lognormal,159.8,0.13
-S.ECB.H.bur.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.8,lognormal,106.7,0.15,lognormal,140.0,0.13,lognormal,165.3,0.13
-S.ECB.H.bur.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,107.9,0.14,lognormal,173.1,0.1,lognormal,173.2,0.1
-S.ECB.H.bur.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.7,lognormal,102.9,0.15,normal,158.6,12.8,lognormal,158.7,0.08
-S.ECB.H.bur.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.4,lognormal,100.3,0.15,lognormal,149.6,0.08,lognormal,149.7,0.08
-S.ECB.H.bur.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.9,lognormal,105.0,0.15,normal,164.5,13.5,lognormal,164.6,0.09
-S.ECB.H.bur.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,lognormal,106.8,0.15,lognormal,169.5,0.09,lognormal,169.6,0.09
-S.ECB.H.bur.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.3,normal,107.9,14.4,lognormal,170.8,0.09,lognormal,230.0,0.09
-S.ECB.H.bur.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.7,lognormal,103.0,0.15,normal,155.0,11.3,normal,202.5,15.9
-S.ECB.H.bur.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.4,lognormal,100.5,0.15,normal,145.4,10.1,lognormal,187.5,0.09
-S.ECB.H.bur.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,15.8,lognormal,104.7,0.15,normal,160.9,11.3,lognormal,211.7,0.08
-S.ECB.H.bur.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.9,normal,106.2,13.9,normal,167.2,13.2,normal,219.4,14.9
-S.ECB.H.bur.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,16.0,lognormal,107.8,0.15,lognormal,168.5,0.12,lognormal,218.1,0.13
-S.ECB.H.bur.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,103.1,0.15,normal,156.6,14.2,lognormal,207.9,0.12
-S.ECB.H.bur.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,15.3,lognormal,100.1,0.15,lognormal,155.4,0.11,lognormal,195.1,0.11
-S.ECB.H.bur.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,15.5,lognormal,104.9,0.15,lognormal,162.5,0.11,normal,210.9,23.6
-S.ECB.H.bur.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.0,lognormal,106.7,0.15,lognormal,166.0,0.11,normal,214.6,23.0
-S.ECB.H.bur.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.1,lognormal,108.3,0.15,lognormal,168.2,0.11,lognormal,168.3,0.11
-S.ECB.H.bur.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,102.7,0.15,normal,161.3,17.4,lognormal,161.6,0.12
-S.ECB.H.bur.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.6,lognormal,100.7,0.15,lognormal,157.3,0.12,lognormal,157.4,0.12
-S.ECB.H.bur.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.8,lognormal,104.9,0.15,lognormal,163.5,0.11,lognormal,163.6,0.11
-S.ECB.H.bur.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,lognormal,106.9,0.15,lognormal,166.3,0.11,lognormal,166.4,0.11
-S.ECB.H.bur.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.8,lognormal,108.1,0.15,lognormal,169.3,0.12,lognormal,250.0,0.06
-S.ECB.H.bur.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.4,lognormal,103.0,0.15,normal,159.8,16.7,lognormal,250.0,0.08
-S.ECB.H.bur.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.4,lognormal,100.4,0.15,normal,156.0,16.2,normal,235.8,18.4
-S.ECB.H.bur.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.7,lognormal,104.9,0.15,lognormal,163.4,0.11,lognormal,250.0,0.06
-S.ECB.H.bur.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.8,lognormal,106.5,0.15,lognormal,166.2,0.11,lognormal,250.0,0.06
-S.ECB.H.bur.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.9,lognormal,107.8,0.15,normal,176.6,18.6,normal,215.1,23.1
-S.ECB.H.bur.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,102.7,0.15,normal,159.5,12.2,normal,206.9,20.9
-S.ECB.H.bur.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.4,lognormal,100.7,0.15,normal,159.7,14.4,normal,196.2,21.2
-S.ECB.H.bur.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.6,lognormal,104.7,0.15,lognormal,167.7,0.1,lognormal,215.8,0.13
-S.ECB.H.bur.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.3,lognormal,106.8,0.15,lognormal,173.0,0.11,normal,216.2,25.0
-S.ECB.H.bur.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.8,lognormal,108.4,0.15,normal,175.9,17.1,normal,176.0,17.6
-S.ECB.H.bur.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.4,lognormal,102.9,0.15,lognormal,168.5,0.11,lognormal,168.6,0.11
-S.ECB.H.bur.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.4,lognormal,100.4,0.15,lognormal,164.5,0.11,lognormal,164.6,0.12
-S.ECB.H.bur.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.6,lognormal,104.9,0.15,normal,171.1,16.6,normal,171.2,17.3
-S.ECB.H.bur.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,lognormal,106.6,0.15,lognormal,175.3,0.12,lognormal,175.4,0.12
-S.ECB.H.bur.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.2,lognormal,108.3,0.15,lognormal,175.6,0.1,lognormal,250.0,0.06
-S.ECB.H.bur.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.6,lognormal,102.9,0.15,lognormal,165.0,0.1,lognormal,250.0,0.06
-S.ECB.H.bur.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.3,0.15,lognormal,163.5,0.11,normal,236.0,18.2
-S.ECB.H.bur.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.5,lognormal,105.1,0.15,normal,170.3,16.6,lognormal,250.0,0.06
-S.ECB.H.bur.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,16.0,lognormal,106.9,0.15,lognormal,174.3,0.11,lognormal,250.0,0.06
-S.ECB.H.bur.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,108.0,0.15,lognormal,169.1,0.12,lognormal,226.4,0.15
-S.ECB.H.bur.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,103.1,0.15,normal,154.0,13.3,normal,207.2,21.0
-S.ECB.H.bur.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.3,0.15,lognormal,154.9,0.11,normal,195.5,19.3
-S.ECB.H.bur.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.8,lognormal,104.7,0.15,lognormal,160.0,0.1,lognormal,213.9,0.13
-S.ECB.H.bur.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,16.2,lognormal,106.7,0.15,lognormal,165.7,0.11,normal,217.2,25.1
-S.ECB.H.bur.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.8,lognormal,107.9,0.15,lognormal,168.5,0.12,lognormal,168.6,0.11
-S.ECB.H.bur.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,102.8,0.15,lognormal,160.0,0.11,normal,160.1,17.6
-S.ECB.H.bur.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,100.5,0.15,normal,156.2,16.4,lognormal,156.5,0.11
-S.ECB.H.bur.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.9,lognormal,105.0,0.15,lognormal,164.3,0.12,lognormal,164.4,0.12
-S.ECB.H.bur.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,16.0,normal,106.4,13.9,lognormal,166.6,0.11,lognormal,166.7,0.11
-S.ECB.H.bur.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.2,lognormal,108.3,0.15,normal,168.6,17.9,lognormal,250.0,0.06
-S.ECB.H.bur.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.4,lognormal,102.7,0.15,normal,157.6,14.8,normal,245.6,18.6
-S.ECB.H.bur.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.2,0.15,lognormal,157.4,0.12,normal,236.5,17.2
-S.ECB.H.bur.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.6,lognormal,104.9,0.15,normal,163.7,17.2,lognormal,250.0,0.06
-S.ECB.H.bur.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,lognormal,106.5,0.15,normal,166.3,17.5,lognormal,250.0,0.06
-S.ECB.H.bur.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.9,lognormal,108.3,0.15,lognormal,175.0,0.11,normal,220.1,25.6
-S.ECB.H.bur.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,15.4,lognormal,102.9,0.15,lognormal,157.0,0.08,normal,207.7,23.3
-S.ECB.H.bur.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.4,0.15,normal,159.0,14.3,normal,196.1,20.4
-S.ECB.H.bur.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.7,lognormal,104.6,0.15,lognormal,165.4,0.09,lognormal,210.4,0.11
-S.ECB.H.bur.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.7,lognormal,107.0,0.15,normal,172.8,17.0,normal,213.7,22.0
-S.ECB.H.bur.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,16.3,lognormal,108.2,0.15,normal,175.5,16.8,lognormal,175.8,0.1
-S.ECB.H.bur.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,103.0,0.15,lognormal,167.1,0.1,normal,167.2,15.7
-S.ECB.H.bur.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.1,lognormal,100.4,0.15,lognormal,164.8,0.11,lognormal,164.9,0.11
-S.ECB.H.bur.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,16.0,lognormal,105.1,0.15,lognormal,171.3,0.11,lognormal,171.4,0.11
-S.ECB.H.bur.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.7,lognormal,106.4,0.14,lognormal,175.4,0.11,lognormal,175.5,0.11
-S.ECB.H.bur.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,107.9,0.15,lognormal,176.4,0.11,lognormal,250.0,0.06
-S.ECB.H.bur.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.5,lognormal,102.8,0.15,lognormal,162.8,0.09,lognormal,250.0,0.07
-S.ECB.H.bur.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.3,0.15,lognormal,162.8,0.1,normal,235.7,18.6
-S.ECB.H.bur.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,15.9,lognormal,105.2,0.15,lognormal,169.0,0.1,lognormal,250.0,0.06
-S.ECB.H.bur.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,16.0,lognormal,106.6,0.15,lognormal,175.5,0.12,lognormal,250.0,0.06
-S.ECB.H.bur.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,16.5,lognormal,107.9,0.15,lognormal,168.1,0.11,normal,220.3,24.9
-S.ECB.H.bur.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.2,lognormal,102.7,0.15,normal,151.9,12.1,lognormal,210.5,0.12
-S.ECB.H.bur.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.2,lognormal,100.1,0.15,lognormal,154.8,0.11,lognormal,196.5,0.11
-S.ECB.H.bur.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.7,lognormal,104.9,0.15,normal,159.2,14.3,lognormal,217.1,0.13
-S.ECB.H.bur.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.8,lognormal,106.9,0.15,normal,165.0,16.1,normal,218.6,24.3
-S.ECB.H.bur.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.0,lognormal,107.7,0.15,lognormal,167.8,0.11,normal,167.9,16.8
-S.ECB.H.bur.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.4,lognormal,102.8,0.15,lognormal,160.5,0.11,lognormal,160.6,0.11
-S.ECB.H.bur.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.3,0.15,lognormal,156.8,0.12,lognormal,156.9,0.12
-S.ECB.H.bur.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.8,lognormal,105.0,0.15,lognormal,164.4,0.12,lognormal,164.5,0.12
-S.ECB.H.bur.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.8,normal,106.3,13.8,lognormal,167.3,0.12,lognormal,167.4,0.12
-S.ECB.H.bur.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.1,lognormal,108.2,0.15,lognormal,169.2,0.12,lognormal,250.0,0.06
-S.ECB.H.bur.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,102.6,0.15,normal,156.2,14.0,lognormal,250.0,0.08
-S.ECB.H.bur.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,15.1,lognormal,100.1,0.15,lognormal,155.6,0.11,normal,234.9,20.1
-S.ECB.H.bur.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.7,lognormal,104.8,0.15,normal,162.2,16.3,lognormal,250.0,0.06
-S.ECB.H.bur.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,15.9,normal,106.4,14.0,lognormal,166.9,0.12,lognormal,250.0,0.06
-S.ECB.H.bur.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.1,lognormal,108.1,0.15,lognormal,173.9,0.1,normal,217.4,23.4
-S.ECB.H.bur.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.2,lognormal,102.7,0.15,normal,154.0,10.6,lognormal,210.6,0.12
-S.ECB.H.bur.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.2,lognormal,100.2,0.15,lognormal,157.1,0.09,normal,196.2,19.8
-S.ECB.H.bur.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,15.4,lognormal,104.6,0.15,normal,163.9,13.3,normal,211.7,20.7
-S.ECB.H.bur.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.8,16.2,normal,106.3,13.9,normal,171.0,15.2,normal,216.5,23.1
-S.ECB.H.bur.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.8,lognormal,107.8,0.15,normal,176.0,17.1,normal,176.1,17.4
-S.ECB.H.bur.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.3,lognormal,102.7,0.15,normal,166.8,16.0,lognormal,167.1,0.1
-S.ECB.H.bur.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.1,lognormal,100.2,0.15,lognormal,164.4,0.11,lognormal,164.5,0.11
-S.ECB.H.bur.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.9,lognormal,104.9,0.15,lognormal,171.0,0.11,lognormal,171.1,0.11
-S.ECB.H.bur.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,15.9,normal,106.2,13.9,lognormal,174.9,0.11,lognormal,175.0,0.11
-S.ECB.H.bur.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.7,lognormal,108.0,0.15,lognormal,176.7,0.11,lognormal,250.0,0.07
-S.ECB.H.bur.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.5,lognormal,102.7,0.15,normal,159.8,12.3,normal,250.3,19.1
-S.ECB.H.bur.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.2,lognormal,100.3,0.15,normal,162.6,15.0,normal,235.8,18.4
-S.ECB.H.bur.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.7,lognormal,104.7,0.15,normal,169.2,15.6,lognormal,250.0,0.06
-S.ECB.H.bur.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,lognormal,106.7,0.15,lognormal,173.7,0.1,lognormal,250.0,0.06
-S.ECB.H.bur.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.8,lognormal,107.9,0.15,lognormal,168.4,0.11,lognormal,211.1,0.12
-S.ECB.H.bur.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.5,lognormal,102.8,0.15,lognormal,160.3,0.12,normal,201.1,22.7
-S.ECB.H.bur.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.4,lognormal,100.3,0.15,lognormal,157.3,0.12,normal,193.9,19.8
-S.ECB.H.bur.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.4,lognormal,104.5,0.15,lognormal,163.7,0.12,lognormal,205.3,0.13
-S.ECB.H.bur.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,lognormal,106.9,0.15,lognormal,165.1,0.11,normal,207.3,21.3
-S.ECB.H.bur.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.8,lognormal,108.1,0.15,normal,168.4,17.8,normal,168.5,17.8
-S.ECB.H.bur.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.4,lognormal,102.6,0.15,normal,160.1,17.0,normal,160.2,17.2
-S.ECB.H.bur.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.2,lognormal,100.5,0.15,normal,156.7,16.5,normal,156.8,16.3
-S.ECB.H.bur.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.5,lognormal,104.4,0.15,lognormal,163.9,0.12,lognormal,164.0,0.12
-S.ECB.H.bur.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.7,lognormal,106.9,0.15,lognormal,166.1,0.11,lognormal,166.2,0.11
-S.ECB.H.bur.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,15.9,lognormal,108.0,0.15,normal,168.8,18.2,lognormal,250.0,0.06
-S.ECB.H.bur.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.4,lognormal,102.8,0.15,lognormal,160.2,0.12,lognormal,250.0,0.09
-S.ECB.H.bur.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.3,0.15,normal,156.2,16.4,normal,241.3,17.2
-S.ECB.H.bur.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.7,lognormal,104.9,0.15,lognormal,163.3,0.11,lognormal,250.0,0.06
-S.ECB.H.bur.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.9,normal,106.1,13.9,normal,165.5,16.3,lognormal,250.0,0.06
-S.ECB.H.bur.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.8,lognormal,108.0,0.15,lognormal,174.4,0.11,normal,210.0,22.1
-S.ECB.H.bur.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,15.9,lognormal,103.1,0.15,lognormal,167.3,0.11,normal,201.0,22.1
-S.ECB.H.bur.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,100.5,0.15,lognormal,163.9,0.11,lognormal,196.6,0.13
-S.ECB.H.bur.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.8,lognormal,105.0,0.15,lognormal,170.5,0.11,normal,206.9,24.7
-S.ECB.H.bur.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.2,lognormal,106.9,0.15,lognormal,173.7,0.11,normal,205.9,20.7
-S.ECB.H.bur.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.1,lognormal,108.0,0.15,lognormal,176.0,0.11,lognormal,176.1,0.11
-S.ECB.H.bur.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,102.8,0.15,lognormal,168.5,0.11,lognormal,168.6,0.11
-S.ECB.H.bur.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.4,lognormal,100.5,0.15,lognormal,164.6,0.11,lognormal,164.7,0.11
-S.ECB.H.bur.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.9,lognormal,105.1,0.15,lognormal,170.6,0.11,lognormal,170.7,0.11
-S.ECB.H.bur.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.7,normal,106.1,13.8,lognormal,174.7,0.11,lognormal,174.8,0.11
-S.ECB.H.bur.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.2,lognormal,108.1,0.15,lognormal,176.6,0.11,lognormal,250.0,0.06
-S.ECB.H.bur.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.9,lognormal,103.0,0.15,lognormal,168.6,0.11,lognormal,250.0,0.09
-S.ECB.H.bur.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,100.5,0.15,lognormal,164.7,0.11,normal,236.7,16.8
-S.ECB.H.bur.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.6,lognormal,104.7,0.15,lognormal,170.1,0.1,lognormal,250.0,0.08
-S.ECB.H.bur.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,16.0,lognormal,107.0,0.15,normal,174.6,17.0,lognormal,250.0,0.06
-S.ECB.H.spm.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.2,lognormal,99.8,0.15,lognormal,135.7,0.1,lognormal,175.9,0.13
-S.ECB.H.spm.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,84.8,10.7,normal,90.6,9.8,normal,114.4,7.7,lognormal,160.7,0.12
-S.ECB.H.spm.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,84.7,11.4,normal,90.4,11.0,lognormal,122.1,0.1,normal,161.7,19.6
-S.ECB.H.spm.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,12.3,normal,95.1,11.8,normal,122.6,8.4,lognormal,166.0,0.12
-S.ECB.H.spm.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,14.4,lognormal,98.9,0.15,normal,131.1,10.6,lognormal,172.6,0.13
-S.ECB.H.spm.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.7,lognormal,100.3,0.16,normal,155.5,11.0,normal,155.6,11.0
-S.ECB.H.spm.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.0,11.9,normal,92.8,11.2,lognormal,128.2,0.08,lognormal,128.3,0.08
-S.ECB.H.spm.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.5,12.8,normal,92.1,12.4,lognormal,142.2,0.08,lognormal,142.3,0.08
-S.ECB.H.spm.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.6,13.7,lognormal,96.3,0.15,normal,138.4,9.8,normal,138.5,9.6
-S.ECB.H.spm.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,15.0,lognormal,98.9,0.15,lognormal,149.5,0.07,lognormal,149.6,0.07
-S.ECB.H.spm.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,15.2,lognormal,100.2,0.15,normal,148.4,9.6,normal,219.4,16.7
-S.ECB.H.spm.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,85.8,11.2,normal,91.6,10.6,normal,121.1,9.0,normal,195.2,14.4
-S.ECB.H.spm.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,85.6,12.1,normal,91.2,11.7,normal,134.2,10.8,lognormal,190.4,0.09
-S.ECB.H.spm.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,13.1,lognormal,95.7,0.14,normal,130.3,9.1,normal,204.6,15.0
-S.ECB.H.spm.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,14.6,lognormal,98.8,0.15,lognormal,141.8,0.07,normal,213.1,15.9
-S.ECB.H.spm.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,15.3,lognormal,100.4,0.15,normal,135.8,12.4,lognormal,176.1,0.14
-S.ECB.H.spm.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,84.7,10.6,normal,90.6,9.8,normal,114.5,7.7,lognormal,161.1,0.12
-S.ECB.H.spm.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,84.7,11.5,normal,90.4,11.1,lognormal,122.0,0.1,normal,162.8,20.4
-S.ECB.H.spm.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,12.4,normal,95.1,12.0,normal,122.6,8.3,normal,166.6,18.9
-S.ECB.H.spm.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,14.4,lognormal,98.6,0.15,normal,130.9,10.6,lognormal,172.7,0.13
-S.ECB.H.spm.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.2,15.5,lognormal,100.2,0.16,normal,156.7,9.6,normal,156.8,9.8
-S.ECB.H.spm.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.0,11.8,normal,92.8,11.3,lognormal,128.4,0.08,lognormal,128.5,0.08
-S.ECB.H.spm.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.3,12.8,normal,92.0,12.3,lognormal,143.6,0.08,normal,143.7,11.2
-S.ECB.H.spm.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.6,lognormal,96.3,0.15,normal,138.9,10.0,normal,139.0,9.8
-S.ECB.H.spm.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,14.9,lognormal,99.0,0.15,lognormal,150.6,0.07,lognormal,150.7,0.07
-S.ECB.H.spm.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.2,lognormal,100.3,0.15,normal,149.5,9.8,normal,221.9,18.2
-S.ECB.H.spm.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,85.9,11.2,normal,91.6,10.5,normal,121.1,8.9,normal,196.2,15.2
-S.ECB.H.spm.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,85.6,12.2,normal,91.4,11.8,normal,134.6,11.0,lognormal,190.6,0.09
-S.ECB.H.spm.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,13.2,normal,95.8,12.7,normal,130.3,9.1,lognormal,205.4,0.09
-S.ECB.H.spm.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,14.7,lognormal,98.7,0.15,lognormal,142.4,0.07,lognormal,216.3,0.09
-S.ECB.H.spm.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.6,lognormal,100.3,0.16,lognormal,138.4,0.11,lognormal,180.0,0.15
-S.ECB.H.spm.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.0,12.0,normal,92.3,11.2,lognormal,120.5,0.09,lognormal,165.5,0.12
-S.ECB.H.spm.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.2,12.5,normal,91.5,12.0,normal,124.7,12.4,lognormal,163.0,0.15
-S.ECB.H.spm.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.5,normal,96.1,12.9,lognormal,127.7,0.09,lognormal,171.1,0.13
-S.ECB.H.spm.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,14.9,lognormal,98.7,0.15,lognormal,134.4,0.1,lognormal,177.2,0.14
-S.ECB.H.spm.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.6,lognormal,100.2,0.15,normal,160.9,13.2,lognormal,161.0,0.09
-S.ECB.H.spm.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.4,13.0,normal,93.9,12.4,lognormal,138.9,0.1,lognormal,139.0,0.1
-S.ECB.H.spm.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.5,13.7,lognormal,92.5,0.15,lognormal,144.5,0.08,lognormal,144.6,0.08
-S.ECB.H.spm.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,14.5,lognormal,97.0,0.15,normal,147.8,12.4,lognormal,147.9,0.09
-S.ECB.H.spm.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.4,lognormal,99.1,0.15,normal,156.0,12.5,lognormal,156.2,0.08
-S.ECB.H.spm.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.6,lognormal,100.1,0.15,normal,155.2,11.3,normal,226.6,17.7
-S.ECB.H.spm.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.9,12.4,normal,93.3,11.8,lognormal,129.6,0.09,normal,198.9,15.2
-S.ECB.H.spm.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,13.2,lognormal,92.1,0.15,normal,138.3,10.7,normal,190.0,14.9
-S.ECB.H.spm.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,13.9,lognormal,96.5,0.15,lognormal,139.8,0.09,lognormal,206.6,0.07
-S.ECB.H.spm.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,15.0,lognormal,99.0,0.15,lognormal,149.8,0.08,normal,214.4,14.2
-S.ECB.H.spm.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.7,lognormal,100.3,0.15,lognormal,138.4,0.11,normal,178.6,23.4
-S.ECB.H.spm.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,11.8,normal,92.4,11.3,lognormal,120.2,0.09,lognormal,165.8,0.12
-S.ECB.H.spm.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.3,12.7,normal,91.8,12.2,normal,124.5,12.5,lognormal,162.8,0.15
-S.ECB.H.spm.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.6,13.6,normal,96.1,12.9,normal,126.9,10.2,normal,171.6,21.0
-S.ECB.H.spm.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,14.7,lognormal,98.8,0.15,lognormal,134.3,0.1,lognormal,178.7,0.15
-S.ECB.H.spm.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.4,0.15,lognormal,164.1,0.08,lognormal,164.2,0.08
-S.ECB.H.spm.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.5,13.0,normal,94.0,12.5,lognormal,139.9,0.1,lognormal,140.0,0.1
-S.ECB.H.spm.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.5,13.8,lognormal,92.4,0.15,normal,146.0,10.5,normal,146.1,10.3
-S.ECB.H.spm.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,14.3,lognormal,96.8,0.15,normal,149.6,13.0,lognormal,149.7,0.09
-S.ECB.H.spm.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,15.2,lognormal,98.9,0.15,lognormal,158.5,0.08,lognormal,158.6,0.08
-S.ECB.H.spm.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,15.6,lognormal,100.0,0.15,normal,156.5,10.7,lognormal,220.1,0.07
-S.ECB.H.spm.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.8,12.3,normal,93.3,11.9,lognormal,129.6,0.09,normal,198.5,14.9
-S.ECB.H.spm.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,13.2,lognormal,92.1,0.14,normal,139.1,11.1,normal,190.5,15.6
-S.ECB.H.spm.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,14.1,lognormal,96.4,0.15,lognormal,140.1,0.09,lognormal,209.5,0.08
-S.ECB.H.spm.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,15.1,lognormal,98.9,0.15,lognormal,150.8,0.08,normal,216.2,14.6
-S.ECB.H.spm.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.1,0.15,lognormal,140.6,0.12,lognormal,189.1,0.2
-S.ECB.H.spm.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.6,12.6,normal,93.9,12.2,normal,124.3,10.5,normal,168.7,18.4
-S.ECB.H.spm.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.4,13.5,lognormal,92.5,0.15,normal,126.4,13.1,normal,165.1,23.5
-S.ECB.H.spm.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,14.3,lognormal,97.0,0.15,normal,130.9,12.0,normal,177.2,22.9
-S.ECB.H.spm.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,15.3,lognormal,99.0,0.15,normal,137.1,14.3,lognormal,184.9,0.17
-S.ECB.H.spm.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.9,lognormal,100.3,0.15,normal,164.6,15.3,lognormal,164.7,0.1
-S.ECB.H.spm.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,13.8,lognormal,94.8,0.15,lognormal,143.6,0.08,lognormal,143.7,0.08
-S.ECB.H.spm.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.4,14.4,lognormal,93.1,0.15,lognormal,145.2,0.08,lognormal,145.3,0.08
-S.ECB.H.spm.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.0,lognormal,97.1,0.15,normal,152.6,11.9,lognormal,152.8,0.08
-S.ECB.H.spm.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,15.5,lognormal,99.1,0.16,normal,160.7,14.0,lognormal,160.9,0.09
-S.ECB.H.spm.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.6,lognormal,100.0,0.16,normal,159.0,11.8,normal,231.0,18.3
-S.ECB.H.spm.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,13.0,lognormal,94.3,0.14,normal,134.9,10.3,lognormal,200.7,0.08
-S.ECB.H.spm.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.8,14.0,lognormal,92.9,0.15,normal,139.8,10.0,normal,191.6,16.6
-S.ECB.H.spm.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.2,14.7,lognormal,97.1,0.15,normal,145.2,10.8,normal,208.0,13.9
-S.ECB.H.spm.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,99.2,0.16,normal,153.7,10.8,normal,217.5,14.3
-S.ECB.H.spm.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.8,lognormal,100.4,0.16,lognormal,140.4,0.12,lognormal,188.9,0.2
-S.ECB.H.spm.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.6,12.5,normal,93.9,12.1,normal,124.7,10.8,lognormal,170.4,0.13
-S.ECB.H.spm.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.4,13.6,lognormal,92.5,0.15,normal,126.5,13.2,lognormal,165.1,0.15
-S.ECB.H.spm.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,14.5,lognormal,96.8,0.15,normal,131.2,12.1,normal,176.9,22.3
-S.ECB.H.spm.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.2,lognormal,98.8,0.15,lognormal,136.9,0.11,lognormal,185.2,0.18
-S.ECB.H.spm.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.6,lognormal,100.2,0.15,normal,169.0,13.2,lognormal,169.1,0.08
-S.ECB.H.spm.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.8,13.9,lognormal,94.8,0.15,normal,144.9,11.7,normal,145.0,12.2
-S.ECB.H.spm.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.5,14.5,lognormal,93.1,0.15,normal,146.7,10.5,normal,146.8,10.6
-S.ECB.H.spm.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.3,15.0,lognormal,96.8,0.15,normal,154.1,10.7,normal,154.2,10.7
-S.ECB.H.spm.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.4,lognormal,98.8,0.15,lognormal,163.2,0.08,lognormal,163.3,0.08
-S.ECB.H.spm.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.8,lognormal,100.4,0.15,normal,161.1,11.0,normal,220.5,12.9
-S.ECB.H.spm.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,13.2,normal,94.5,12.7,normal,135.4,10.5,lognormal,201.4,0.08
-S.ECB.H.spm.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.9,14.0,lognormal,92.9,0.15,normal,140.5,9.8,normal,192.7,17.2
-S.ECB.H.spm.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.2,14.5,lognormal,97.0,0.15,lognormal,146.7,0.08,normal,206.7,13.1
-S.ECB.H.spm.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.6,lognormal,99.3,0.16,normal,155.7,10.4,normal,217.0,14.6
-S.ECB.H.spm.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.3,0.15,lognormal,140.9,0.12,lognormal,166.2,0.13
-S.ECB.H.spm.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.5,lognormal,95.5,0.16,lognormal,133.6,0.13,lognormal,157.5,0.13
-S.ECB.H.spm.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.2,lognormal,93.2,0.15,lognormal,128.7,0.12,lognormal,152.6,0.13
-S.ECB.H.spm.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.6,lognormal,97.3,0.16,lognormal,136.5,0.13,lognormal,160.6,0.13
-S.ECB.H.spm.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.8,lognormal,99.1,0.15,lognormal,139.4,0.13,lognormal,165.1,0.13
-S.ECB.H.spm.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.3,0.15,lognormal,167.1,0.11,lognormal,167.2,0.11
-S.ECB.H.spm.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.4,0.16,normal,155.4,14.1,lognormal,155.6,0.1
-S.ECB.H.spm.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.4,lognormal,93.2,0.16,normal,147.2,11.9,lognormal,147.4,0.09
-S.ECB.H.spm.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.3,lognormal,97.0,0.15,normal,159.8,14.5,lognormal,159.9,0.1
-S.ECB.H.spm.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,16.0,lognormal,99.1,0.15,lognormal,165.6,0.11,lognormal,165.7,0.11
-S.ECB.H.spm.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.6,lognormal,100.0,0.15,normal,166.7,16.3,normal,217.6,12.3
-S.ECB.H.spm.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,15.6,lognormal,95.5,0.16,normal,152.8,12.2,normal,202.3,15.9
-S.ECB.H.spm.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.2,0.16,lognormal,143.7,0.08,normal,186.6,14.5
-S.ECB.H.spm.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,97.2,0.16,normal,158.6,14.1,normal,212.2,15.8
-S.ECB.H.spm.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.7,lognormal,99.1,0.15,normal,162.0,14.3,normal,219.6,16.1
-S.ECB.H.spm.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.9,lognormal,100.2,0.15,lognormal,141.2,0.12,lognormal,165.9,0.13
-S.ECB.H.spm.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.5,lognormal,95.5,0.16,lognormal,133.1,0.13,normal,156.0,17.9
-S.ECB.H.spm.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.2,0.16,lognormal,129.1,0.12,lognormal,152.6,0.13
-S.ECB.H.spm.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,15.8,lognormal,97.5,0.16,lognormal,135.8,0.12,lognormal,159.7,0.12
-S.ECB.H.spm.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,15.5,lognormal,98.9,0.15,lognormal,139.9,0.13,lognormal,165.1,0.13
-S.ECB.H.spm.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.7,lognormal,100.4,0.15,lognormal,173.1,0.1,lognormal,173.2,0.1
-S.ECB.H.spm.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.6,lognormal,95.5,0.16,normal,159.1,12.9,lognormal,159.2,0.09
-S.ECB.H.spm.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.1,0.16,lognormal,149.6,0.08,lognormal,149.7,0.08
-S.ECB.H.spm.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.8,0.18,lognormal,97.2,0.16,normal,164.4,13.4,lognormal,164.5,0.09
-S.ECB.H.spm.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.1,0.15,lognormal,169.5,0.09,lognormal,169.6,0.09
-S.ECB.H.spm.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,16.0,lognormal,100.4,0.15,lognormal,170.8,0.09,lognormal,230.0,0.09
-S.ECB.H.spm.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.5,lognormal,95.4,0.16,normal,155.1,11.4,normal,202.3,16.0
-S.ECB.H.spm.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.4,lognormal,93.4,0.16,normal,145.4,10.1,normal,187.6,16.2
-S.ECB.H.spm.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.7,lognormal,97.4,0.15,normal,160.9,11.3,lognormal,211.7,0.08
-S.ECB.H.spm.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.6,lognormal,99.0,0.15,normal,167.2,13.2,lognormal,221.7,0.08
-S.ECB.H.spm.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.6,lognormal,100.0,0.15,lognormal,169.0,0.12,lognormal,216.7,0.13
-S.ECB.H.spm.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.5,0.15,normal,155.8,13.7,normal,208.3,22.6
-S.ECB.H.spm.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.4,lognormal,93.2,0.16,lognormal,154.9,0.11,normal,194.6,20.2
-S.ECB.H.spm.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.8,lognormal,97.1,0.16,lognormal,162.6,0.11,normal,212.4,24.9
-S.ECB.H.spm.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.8,lognormal,99.2,0.15,normal,166.1,17.5,normal,214.2,23.8
-S.ECB.H.spm.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.7,lognormal,100.3,0.15,lognormal,168.6,0.11,lognormal,168.7,0.11
-S.ECB.H.spm.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.5,lognormal,95.6,0.16,lognormal,161.3,0.12,lognormal,161.4,0.12
-S.ECB.H.spm.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.4,lognormal,93.3,0.16,lognormal,156.9,0.12,lognormal,157.0,0.12
-S.ECB.H.spm.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.6,lognormal,97.2,0.16,normal,162.8,16.4,normal,162.9,16.4
-S.ECB.H.spm.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,98.8,0.15,lognormal,166.4,0.11,normal,166.5,17.5
-S.ECB.H.spm.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.6,lognormal,100.0,0.15,lognormal,169.4,0.12,lognormal,250.0,0.06
-S.ECB.H.spm.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.4,0.16,lognormal,158.9,0.1,lognormal,250.0,0.09
-S.ECB.H.spm.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.4,lognormal,93.2,0.16,lognormal,156.5,0.11,lognormal,235.0,0.08
-S.ECB.H.spm.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,15.8,lognormal,97.5,0.16,lognormal,163.6,0.11,lognormal,250.0,0.06
-S.ECB.H.spm.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,15.4,lognormal,98.9,0.15,lognormal,167.0,0.11,lognormal,250.0,0.06
-S.ECB.H.spm.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.7,lognormal,100.1,0.15,normal,176.6,18.6,normal,215.1,23.1
-S.ECB.H.spm.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.3,0.15,normal,159.6,12.6,normal,208.4,23.3
-S.ECB.H.spm.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.4,lognormal,93.1,0.16,normal,159.5,14.2,lognormal,197.0,0.12
-S.ECB.H.spm.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.5,lognormal,97.2,0.15,lognormal,168.3,0.1,lognormal,214.3,0.13
-S.ECB.H.spm.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.8,lognormal,99.2,0.16,lognormal,173.0,0.11,normal,221.5,28.3
-S.ECB.H.spm.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.7,lognormal,100.1,0.15,lognormal,175.7,0.1,lognormal,175.8,0.11
-S.ECB.H.spm.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.4,lognormal,95.3,0.15,lognormal,168.5,0.11,lognormal,168.6,0.11
-S.ECB.H.spm.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.5,lognormal,93.3,0.16,lognormal,164.2,0.11,lognormal,164.3,0.11
-S.ECB.H.spm.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.4,lognormal,97.2,0.15,normal,170.4,16.6,normal,170.5,16.9
-S.ECB.H.spm.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.9,lognormal,99.1,0.16,lognormal,175.1,0.11,lognormal,175.2,0.11
-S.ECB.H.spm.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.8,lognormal,100.4,0.16,lognormal,175.8,0.1,lognormal,250.0,0.06
-S.ECB.H.spm.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.6,lognormal,95.4,0.16,lognormal,165.2,0.1,lognormal,250.0,0.06
-S.ECB.H.spm.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.5,lognormal,93.2,0.16,lognormal,163.3,0.11,normal,236.0,18.1
-S.ECB.H.spm.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.5,lognormal,97.1,0.15,lognormal,169.7,0.1,lognormal,250.0,0.06
-S.ECB.H.spm.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.1,0.15,lognormal,175.4,0.11,lognormal,250.0,0.06
-S.ECB.H.spm.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.1,0.15,lognormal,168.0,0.11,normal,215.6,21.9
-S.ECB.H.spm.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.3,0.16,normal,153.8,13.0,normal,205.2,21.1
-S.ECB.H.spm.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,15.3,lognormal,93.0,0.16,lognormal,154.8,0.11,normal,195.5,20.0
-S.ECB.H.spm.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.4,lognormal,97.1,0.15,normal,160.9,15.0,lognormal,214.1,0.13
-S.ECB.H.spm.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.9,lognormal,99.3,0.16,lognormal,165.5,0.11,lognormal,220.0,0.14
-S.ECB.H.spm.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.7,lognormal,100.2,0.15,lognormal,169.1,0.12,lognormal,169.2,0.12
-S.ECB.H.spm.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.3,lognormal,95.4,0.15,lognormal,159.5,0.11,lognormal,159.6,0.11
-S.ECB.H.spm.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.1,0.16,lognormal,157.0,0.12,lognormal,157.1,0.12
-S.ECB.H.spm.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.7,lognormal,97.4,0.16,lognormal,163.9,0.12,normal,164.0,17.8
-S.ECB.H.spm.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,98.9,0.15,normal,166.5,17.7,normal,166.6,17.7
-S.ECB.H.spm.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.5,lognormal,100.0,0.15,lognormal,168.8,0.12,lognormal,250.0,0.06
-S.ECB.H.spm.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.5,lognormal,95.6,0.16,normal,157.5,14.9,lognormal,250.0,0.08
-S.ECB.H.spm.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.2,0.16,lognormal,156.2,0.11,normal,232.5,15.9
-S.ECB.H.spm.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.8,0.18,lognormal,97.3,0.16,lognormal,163.9,0.11,lognormal,250.0,0.07
-S.ECB.H.spm.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,99.0,0.15,lognormal,166.9,0.12,lognormal,250.0,0.06
-S.ECB.H.spm.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.6,0.16,normal,174.9,17.2,lognormal,218.3,0.13
-S.ECB.H.spm.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.4,lognormal,95.4,0.16,lognormal,156.5,0.08,normal,208.1,22.4
-S.ECB.H.spm.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.2,0.16,normal,158.9,14.3,normal,196.6,20.9
-S.ECB.H.spm.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.5,lognormal,97.2,0.15,lognormal,165.3,0.09,normal,210.9,23.0
-S.ECB.H.spm.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.8,lognormal,99.0,0.15,lognormal,172.0,0.1,normal,210.9,20.3
-S.ECB.H.spm.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,16.1,lognormal,100.4,0.16,normal,175.5,16.8,lognormal,175.8,0.1
-S.ECB.H.spm.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.4,0.16,normal,167.0,15.9,lognormal,167.4,0.1
-S.ECB.H.spm.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,15.1,lognormal,93.0,0.16,lognormal,164.6,0.11,lognormal,164.7,0.11
-S.ECB.H.spm.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.18,lognormal,97.3,0.16,lognormal,171.4,0.11,lognormal,171.5,0.11
-S.ECB.H.spm.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.1,0.15,lognormal,175.2,0.11,lognormal,175.3,0.11
-S.ECB.H.spm.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.8,0.18,lognormal,100.4,0.16,lognormal,177.4,0.11,lognormal,250.0,0.06
-S.ECB.H.spm.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.5,lognormal,95.4,0.16,lognormal,162.9,0.09,lognormal,250.0,0.07
-S.ECB.H.spm.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,15.2,lognormal,93.0,0.15,lognormal,162.9,0.11,normal,235.9,18.3
-S.ECB.H.spm.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.8,lognormal,97.5,0.16,lognormal,169.2,0.1,lognormal,250.0,0.06
-S.ECB.H.spm.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.8,lognormal,99.0,0.16,lognormal,175.3,0.11,lognormal,250.0,0.06
-S.ECB.H.spm.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,16.0,lognormal,100.2,0.15,lognormal,168.8,0.11,lognormal,221.7,0.13
-S.ECB.H.spm.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.5,0.16,normal,152.6,12.4,lognormal,210.8,0.12
-S.ECB.H.spm.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.2,0.16,normal,154.4,15.4,lognormal,198.1,0.12
-S.ECB.H.spm.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.6,lognormal,97.4,0.16,normal,159.4,14.2,lognormal,216.6,0.13
-S.ECB.H.spm.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,98.8,0.15,lognormal,165.5,0.11,normal,215.8,21.2
-S.ECB.H.spm.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,16.1,lognormal,100.5,0.16,lognormal,168.5,0.11,lognormal,168.6,0.11
-S.ECB.H.spm.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.4,lognormal,95.5,0.16,normal,160.0,16.7,lognormal,160.3,0.11
-S.ECB.H.spm.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.1,lognormal,93.1,0.16,normal,156.6,16.7,normal,156.7,16.6
-S.ECB.H.spm.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.3,0.16,normal,163.7,17.5,lognormal,163.9,0.12
-S.ECB.H.spm.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,99.1,0.15,lognormal,166.4,0.11,normal,166.5,17.5
-S.ECB.H.spm.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.7,lognormal,100.2,0.15,normal,168.3,18.0,lognormal,250.0,0.06
-S.ECB.H.spm.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.2,lognormal,95.3,0.15,normal,156.6,14.2,lognormal,250.0,0.08
-S.ECB.H.spm.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.4,lognormal,93.1,0.16,lognormal,155.8,0.11,normal,235.7,18.6
-S.ECB.H.spm.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.3,lognormal,97.0,0.15,normal,161.2,15.4,lognormal,250.0,0.07
-S.ECB.H.spm.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,99.2,0.15,lognormal,168.4,0.13,lognormal,250.0,0.06
-S.ECB.H.spm.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.3,0.15,lognormal,174.1,0.1,normal,217.1,23.7
-S.ECB.H.spm.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.2,lognormal,95.4,0.16,normal,154.0,10.9,normal,208.2,21.7
-S.ECB.H.spm.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.2,0.16,lognormal,157.7,0.09,normal,196.0,19.8
-S.ECB.H.spm.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,97.1,0.16,normal,163.9,13.3,normal,214.8,22.6
-S.ECB.H.spm.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,16.0,lognormal,99.4,0.16,lognormal,171.2,0.1,lognormal,217.6,0.12
-S.ECB.H.spm.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,16.0,lognormal,100.0,0.15,normal,175.9,17.1,normal,176.0,17.3
-S.ECB.H.spm.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.3,0.15,normal,166.8,16.0,lognormal,167.1,0.1
-S.ECB.H.spm.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.2,0.16,lognormal,164.2,0.11,normal,164.3,17.5
-S.ECB.H.spm.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.7,lognormal,97.2,0.15,lognormal,171.0,0.11,normal,171.1,17.5
-S.ECB.H.spm.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,99.0,0.15,lognormal,175.5,0.11,lognormal,175.6,0.12
-S.ECB.H.spm.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.9,lognormal,100.2,0.15,lognormal,176.4,0.11,lognormal,250.0,0.07
-S.ECB.H.spm.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.3,lognormal,95.3,0.15,normal,159.9,12.5,normal,250.3,19.3
-S.ECB.H.spm.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.2,0.16,lognormal,162.8,0.1,lognormal,235.0,0.09
-S.ECB.H.spm.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.7,lognormal,97.4,0.16,normal,168.8,15.3,lognormal,250.0,0.06
-S.ECB.H.spm.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,99.0,0.15,lognormal,173.8,0.1,lognormal,250.0,0.06
-S.ECB.H.spm.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.4,lognormal,99.9,0.15,lognormal,168.3,0.11,lognormal,211.1,0.12
-S.ECB.H.spm.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.3,0.16,lognormal,160.2,0.12,lognormal,201.8,0.12
-S.ECB.H.spm.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.0,0.16,lognormal,157.3,0.12,normal,193.9,19.7
-S.ECB.H.spm.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.4,lognormal,97.0,0.15,lognormal,163.7,0.12,lognormal,205.3,0.13
-S.ECB.H.spm.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.7,lognormal,99.0,0.15,lognormal,165.3,0.11,normal,208.2,21.4
-S.ECB.H.spm.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.6,lognormal,100.3,0.15,normal,168.5,17.9,normal,168.6,18.5
-S.ECB.H.spm.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.5,lognormal,95.3,0.16,lognormal,160.3,0.11,lognormal,160.4,0.11
-S.ECB.H.spm.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.2,0.16,normal,156.6,16.5,normal,156.7,16.4
-S.ECB.H.spm.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.5,lognormal,97.1,0.15,lognormal,163.8,0.12,lognormal,163.9,0.12
-S.ECB.H.spm.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,98.9,0.15,lognormal,166.0,0.11,lognormal,166.1,0.11
-S.ECB.H.spm.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.8,lognormal,100.1,0.15,lognormal,169.5,0.12,lognormal,250.0,0.06
-S.ECB.H.spm.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.0,15.2,lognormal,95.1,0.15,lognormal,160.2,0.12,lognormal,250.0,0.09
-S.ECB.H.spm.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.1,lognormal,93.1,0.15,normal,156.4,16.6,normal,241.3,17.2
-S.ECB.H.spm.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.3,0.16,lognormal,163.5,0.11,lognormal,250.0,0.07
-S.ECB.H.spm.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.0,0.15,lognormal,165.7,0.11,lognormal,250.0,0.06
-S.ECB.H.spm.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.6,lognormal,99.9,0.15,lognormal,174.4,0.11,normal,210.0,22.1
-S.ECB.H.spm.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,15.9,lognormal,95.8,0.16,lognormal,167.3,0.11,normal,201.0,22.1
-S.ECB.H.spm.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.2,0.16,lognormal,163.7,0.11,normal,196.1,22.5
-S.ECB.H.spm.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.3,0.16,lognormal,170.2,0.11,lognormal,207.8,0.13
-S.ECB.H.spm.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.9,lognormal,99.3,0.16,lognormal,173.9,0.11,normal,205.7,21.2
-S.ECB.H.spm.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.9,lognormal,100.4,0.15,lognormal,175.9,0.11,lognormal,176.0,0.11
-S.ECB.H.spm.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.5,lognormal,95.5,0.16,lognormal,168.6,0.11,lognormal,168.7,0.12
-S.ECB.H.spm.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.3,lognormal,93.2,0.16,lognormal,164.6,0.11,lognormal,164.7,0.11
-S.ECB.H.spm.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.7,lognormal,97.4,0.16,lognormal,170.8,0.11,lognormal,170.9,0.11
-S.ECB.H.spm.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.0,0.15,lognormal,174.8,0.11,lognormal,174.9,0.11
-S.ECB.H.spm.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.3,0.15,lognormal,176.6,0.11,lognormal,250.0,0.06
-S.ECB.H.spm.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.6,lognormal,95.5,0.16,lognormal,168.6,0.11,lognormal,250.0,0.09
-S.ECB.H.spm.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.3,lognormal,93.2,0.16,lognormal,164.1,0.11,normal,240.6,18.8
-S.ECB.H.spm.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.18,lognormal,97.2,0.16,lognormal,170.1,0.1,lognormal,250.0,0.08
-S.ECB.H.spm.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.7,lognormal,98.8,0.15,normal,174.5,17.0,lognormal,250.0,0.06
-S.ECB.L.bur.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,12.5,normal,122.1,9.5,lognormal,131.9,0.07,lognormal,200.3,0.11
-S.ECB.L.bur.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,9.7,normal,97.5,8.4,normal,105.8,7.7,lognormal,172.4,0.18
-S.ECB.L.bur.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,10.6,normal,100.8,9.3,normal,113.4,9.8,lognormal,187.7,0.1
-S.ECB.L.bur.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,11.2,normal,106.1,8.8,normal,115.1,7.6,lognormal,186.2,0.17
-S.ECB.L.bur.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,11.7,normal,115.5,8.8,normal,124.8,7.5,lognormal,197.5,0.15
-S.ECB.L.bur.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,12.8,normal,126.9,9.3,lognormal,140.2,0.07,normal,223.0,14.9
-S.ECB.L.bur.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.5,normal,102.6,8.9,normal,113.0,8.2,normal,194.9,15.5
-S.ECB.L.bur.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,12.2,lognormal,108.3,0.11,normal,125.9,12.0,lognormal,181.6,0.11
-S.ECB.L.bur.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,11.9,normal,111.9,9.3,normal,122.4,8.4,normal,208.6,18.4
-S.ECB.L.bur.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,12.4,normal,121.8,9.7,normal,133.2,9.4,normal,215.3,14.3
-S.ECB.L.bur.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,12.9,normal,124.2,9.3,normal,135.6,9.0,normal,222.2,16.2
-S.ECB.L.bur.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,10.1,normal,100.1,8.7,lognormal,109.6,0.08,normal,192.3,16.6
-S.ECB.L.bur.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,11.4,lognormal,104.2,0.1,lognormal,120.0,0.1,normal,183.7,17.7
-S.ECB.L.bur.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,11.6,normal,109.0,9.2,normal,119.2,8.7,lognormal,203.4,0.09
-S.ECB.L.bur.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,12.7,normal,118.7,9.5,lognormal,128.7,0.07,normal,216.5,17.8
-S.ECB.L.bur.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,12.2,normal,121.9,9.7,lognormal,131.8,0.07,lognormal,200.9,0.12
-S.ECB.L.bur.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,9.7,lognormal,97.3,0.09,normal,105.9,7.6,lognormal,174.7,0.19
-S.ECB.L.bur.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,10.7,lognormal,101.1,0.1,normal,113.5,9.7,normal,195.7,17.1
-S.ECB.L.bur.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,11.0,normal,105.9,8.6,normal,115.3,7.7,lognormal,188.8,0.18
-S.ECB.L.bur.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,12.2,normal,115.8,9.2,normal,124.8,7.6,lognormal,194.8,0.13
-S.ECB.L.bur.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,13.5,normal,127.1,9.6,normal,140.3,9.8,normal,236.4,17.5
-S.ECB.L.bur.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.4,normal,102.6,8.7,normal,113.1,8.4,normal,214.8,20.2
-S.ECB.L.bur.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,12.0,lognormal,108.5,0.11,normal,126.0,12.1,lognormal,194.0,0.11
-S.ECB.L.bur.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,11.7,normal,111.8,9.5,normal,122.7,8.4,normal,224.8,20.3
-S.ECB.L.bur.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,12.6,normal,121.8,9.9,normal,133.3,9.4,normal,234.8,20.3
-S.ECB.L.bur.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,13.1,normal,124.1,9.3,lognormal,135.6,0.07,lognormal,228.3,0.08
-S.ECB.L.bur.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,10.1,normal,99.9,8.7,lognormal,109.4,0.08,normal,203.4,20.8
-S.ECB.L.bur.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.3,11.2,normal,104.4,10.1,lognormal,119.9,0.1,lognormal,199.6,0.12
-S.ECB.L.bur.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,11.6,normal,109.1,9.2,normal,119.1,8.6,normal,213.9,21.8
-S.ECB.L.bur.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,12.6,normal,118.9,9.7,lognormal,128.9,0.07,normal,221.3,18.2
-S.ECB.L.bur.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,14.1,normal,129.3,11.8,lognormal,141.7,0.09,lognormal,219.3,0.11
-S.ECB.L.bur.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.9,normal,104.6,10.6,lognormal,115.0,0.1,normal,192.0,23.2
-S.ECB.L.bur.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,13.2,lognormal,109.9,0.13,normal,124.3,13.0,normal,183.2,18.1
-S.ECB.L.bur.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,12.6,normal,113.7,11.1,normal,124.3,11.1,normal,202.1,21.0
-S.ECB.L.bur.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,13.6,normal,123.4,11.4,normal,134.9,12.1,normal,212.7,20.6
-S.ECB.L.bur.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,14.8,lognormal,135.7,0.1,lognormal,152.7,0.1,normal,220.9,15.5
-S.ECB.L.bur.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.0,12.7,normal,111.0,11.7,normal,124.0,12.4,normal,196.1,17.1
-S.ECB.L.bur.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,14.4,lognormal,118.2,0.13,lognormal,138.5,0.13,lognormal,178.7,0.1
-S.ECB.L.bur.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,13.6,lognormal,120.7,0.11,lognormal,134.0,0.1,lognormal,206.4,0.09
-S.ECB.L.bur.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,14.5,lognormal,129.6,0.1,normal,145.6,14.3,normal,213.4,14.8
-S.ECB.L.bur.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,13.8,lognormal,132.6,0.1,lognormal,148.2,0.1,normal,219.4,14.6
-S.ECB.L.bur.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,12.3,lognormal,108.2,0.11,lognormal,119.9,0.11,lognormal,199.2,0.11
-S.ECB.L.bur.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,13.9,normal,113.9,13.1,normal,131.7,15.1,lognormal,181.0,0.11
-S.ECB.L.bur.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,13.3,normal,116.7,11.1,lognormal,129.3,0.1,normal,209.6,19.9
-S.ECB.L.bur.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,14.1,normal,126.6,11.5,lognormal,140.4,0.1,normal,222.5,20.6
-S.ECB.L.bur.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,14.7,normal,129.4,11.6,lognormal,142.4,0.1,normal,222.1,22.1
-S.ECB.L.bur.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.9,lognormal,104.7,0.11,lognormal,114.9,0.1,normal,196.9,27.2
-S.ECB.L.bur.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,13.4,lognormal,109.8,0.12,normal,124.1,13.0,normal,195.9,21.6
-S.ECB.L.bur.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.8,normal,113.7,10.9,normal,124.4,11.0,normal,207.8,23.5
-S.ECB.L.bur.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,13.4,normal,123.4,11.6,normal,134.7,11.9,normal,216.4,21.6
-S.ECB.L.bur.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,14.6,lognormal,135.8,0.1,lognormal,152.8,0.1,normal,248.3,24.3
-S.ECB.L.bur.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,12.5,normal,110.8,11.6,lognormal,124.1,0.11,lognormal,214.0,0.11
-S.ECB.L.bur.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.2,lognormal,117.8,0.13,lognormal,139.7,0.13,lognormal,190.2,0.11
-S.ECB.L.bur.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.5,lognormal,120.5,0.11,lognormal,133.9,0.1,normal,223.7,21.9
-S.ECB.L.bur.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,14.8,lognormal,129.8,0.1,lognormal,145.2,0.1,normal,226.4,17.0
-S.ECB.L.bur.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,14.2,lognormal,133.1,0.1,lognormal,147.8,0.1,normal,248.7,23.3
-S.ECB.L.bur.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,12.4,lognormal,108.1,0.11,lognormal,119.8,0.11,normal,213.5,21.1
-S.ECB.L.bur.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,13.7,lognormal,114.3,0.13,normal,131.8,15.0,lognormal,193.5,0.11
-S.ECB.L.bur.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,13.0,lognormal,117.7,0.11,lognormal,129.2,0.1,normal,221.8,18.5
-S.ECB.L.bur.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,14.1,normal,126.6,11.3,lognormal,140.8,0.1,normal,238.9,22.3
-S.ECB.L.bur.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,14.3,lognormal,138.1,0.1,normal,154.1,12.3,normal,244.8,28.1
-S.ECB.L.bur.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,12.0,normal,113.2,11.0,normal,125.2,10.1,normal,196.5,17.0
-S.ECB.L.bur.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,15.0,normal,119.6,12.7,normal,134.8,12.3,lognormal,183.1,0.11
-S.ECB.L.bur.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,12.9,lognormal,122.5,0.1,normal,135.5,11.3,normal,206.3,16.0
-S.ECB.L.bur.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,14.1,normal,131.7,11.5,lognormal,148.2,0.09,normal,221.1,18.0
-S.ECB.L.bur.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,16.6,normal,146.4,15.1,normal,166.8,15.5,normal,226.2,18.2
-S.ECB.L.bur.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.9,normal,120.5,11.8,normal,137.1,12.4,lognormal,196.4,0.1
-S.ECB.L.bur.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,16.2,normal,126.7,13.9,normal,146.5,15.4,lognormal,179.2,0.1
-S.ECB.L.bur.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,14.7,lognormal,129.6,0.1,normal,148.0,13.7,normal,206.9,19.5
-S.ECB.L.bur.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,15.6,normal,139.4,13.6,normal,158.6,13.5,normal,213.9,16.6
-S.ECB.L.bur.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,15.6,normal,141.9,13.2,normal,160.1,13.4,normal,229.8,20.3
-S.ECB.L.bur.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.1,normal,116.7,11.3,normal,130.7,11.7,lognormal,197.3,0.1
-S.ECB.L.bur.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.1,normal,123.4,13.2,normal,141.5,13.8,normal,179.5,17.4
-S.ECB.L.bur.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.6,normal,125.5,11.5,normal,141.3,12.2,lognormal,210.4,0.11
-S.ECB.L.bur.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,14.4,lognormal,136.1,0.1,normal,153.6,13.4,normal,225.9,21.7
-S.ECB.L.bur.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,14.4,normal,138.0,12.5,normal,154.1,12.2,normal,248.1,24.9
-S.ECB.L.bur.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,12.1,normal,113.5,11.1,normal,125.0,10.1,normal,203.3,19.4
-S.ECB.L.bur.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,14.8,normal,119.5,12.5,normal,134.7,12.2,normal,190.4,18.7
-S.ECB.L.bur.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,12.8,lognormal,122.8,0.1,lognormal,135.7,0.09,normal,213.0,17.5
-S.ECB.L.bur.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,14.1,normal,131.9,11.7,normal,147.8,12.3,normal,217.5,12.9
-S.ECB.L.bur.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,17.1,normal,145.7,14.8,normal,167.4,16.6,normal,248.3,24.4
-S.ECB.L.bur.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.7,lognormal,121.0,0.11,normal,136.9,12.4,normal,211.7,19.8
-S.ECB.L.bur.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,16.2,normal,126.8,13.7,lognormal,148.6,0.12,normal,186.2,16.3
-S.ECB.L.bur.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,14.7,normal,129.7,12.6,normal,148.9,14.2,normal,225.2,21.4
-S.ECB.L.bur.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,15.6,normal,140.0,14.0,normal,158.8,14.1,normal,235.0,20.0
-S.ECB.L.bur.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,15.7,normal,142.6,14.2,normal,160.8,13.7,lognormal,250.0,0.1
-S.ECB.L.bur.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,13.2,normal,116.7,11.2,lognormal,131.4,0.1,normal,210.7,17.7
-S.ECB.L.bur.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.9,normal,123.5,13.3,lognormal,143.0,0.11,lognormal,190.1,0.11
-S.ECB.L.bur.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,14.1,normal,125.7,11.4,lognormal,142.9,0.1,normal,220.1,17.2
-S.ECB.L.bur.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,14.4,normal,135.7,13.0,normal,154.1,13.4,lognormal,250.0,0.13
-S.ECB.L.bur.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.5,normal,157.6,19.6,lognormal,173.8,0.12,lognormal,218.0,0.13
-S.ECB.L.bur.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,21.1,lognormal,144.2,0.15,lognormal,160.4,0.14,lognormal,189.1,0.11
-S.ECB.L.bur.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.1,lognormal,135.9,0.14,lognormal,150.3,0.14,normal,173.8,15.5
-S.ECB.L.bur.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,22.3,lognormal,149.0,0.14,lognormal,164.5,0.13,lognormal,203.4,0.13
-S.ECB.L.bur.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,22.5,lognormal,155.9,0.14,normal,170.9,20.6,normal,208.6,21.9
-S.ECB.L.bur.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.8,lognormal,159.2,0.14,lognormal,182.4,0.15,lognormal,250.0,0.09
-S.ECB.L.bur.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,21.2,lognormal,144.4,0.15,lognormal,166.7,0.15,normal,207.0,14.6
-S.ECB.L.bur.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,20.3,lognormal,137.9,0.15,lognormal,157.8,0.15,normal,185.1,14.9
-S.ECB.L.bur.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.3,normal,150.1,19.4,lognormal,172.7,0.15,normal,219.2,14.3
-S.ECB.L.bur.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.3,lognormal,155.8,0.15,lognormal,177.5,0.14,normal,240.4,19.1
-S.ECB.L.bur.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,22.9,lognormal,158.7,0.14,lognormal,184.4,0.16,lognormal,250.0,0.1
-S.ECB.L.bur.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,21.6,normal,144.0,18.9,lognormal,166.8,0.15,normal,204.9,16.2
-S.ECB.L.bur.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,19.9,lognormal,137.5,0.15,lognormal,157.3,0.15,lognormal,180.7,0.08
-S.ECB.L.bur.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,21.7,lognormal,150.5,0.15,normal,170.6,21.3,normal,216.8,15.1
-S.ECB.L.bur.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.0,lognormal,156.4,0.15,normal,178.1,23.1,lognormal,250.0,0.12
-S.ECB.L.bur.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,23.1,lognormal,158.0,0.14,lognormal,173.4,0.13,lognormal,216.0,0.13
-S.ECB.L.bur.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,21.1,normal,143.2,18.2,lognormal,158.0,0.13,lognormal,192.0,0.13
-S.ECB.L.bur.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,20.0,lognormal,136.2,0.14,lognormal,149.8,0.13,normal,177.4,18.4
-S.ECB.L.bur.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,21.6,lognormal,149.9,0.15,lognormal,164.4,0.13,lognormal,205.6,0.14
-S.ECB.L.bur.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.0,lognormal,155.4,0.15,normal,170.2,19.4,lognormal,217.8,0.15
-S.ECB.L.bur.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.3,normal,159.5,21.1,lognormal,182.9,0.15,lognormal,250.0,0.08
-S.ECB.L.bur.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,21.0,lognormal,145.3,0.15,normal,166.4,22.6,lognormal,213.1,0.09
-S.ECB.L.bur.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.4,lognormal,137.8,0.15,normal,157.2,21.3,normal,188.3,15.2
-S.ECB.L.bur.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.3,21.5,lognormal,149.6,0.15,normal,171.6,22.5,normal,231.1,18.1
-S.ECB.L.bur.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.1,lognormal,156.7,0.15,normal,178.6,23.2,normal,249.6,21.0
-S.ECB.L.bur.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,23.4,lognormal,160.4,0.15,lognormal,183.1,0.15,lognormal,250.0,0.08
-S.ECB.L.bur.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,21.1,lognormal,144.9,0.15,normal,166.3,22.5,normal,207.9,16.2
-S.ECB.L.bur.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,20.8,lognormal,137.3,0.15,lognormal,158.1,0.15,lognormal,184.2,0.08
-S.ECB.L.bur.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.3,lognormal,151.2,0.15,lognormal,173.3,0.15,normal,221.1,14.1
-S.ECB.L.bur.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,22.6,lognormal,156.1,0.15,lognormal,179.1,0.15,lognormal,250.0,0.1
-S.ECB.L.bur.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,21.2,normal,156.8,19.2,normal,179.0,21.7,lognormal,219.2,0.08
-S.ECB.L.bur.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.7,normal,136.1,14.1,normal,154.4,14.8,lognormal,192.7,0.1
-S.ECB.L.bur.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,18.9,normal,134.8,16.8,lognormal,154.9,0.14,lognormal,193.1,0.13
-S.ECB.L.bur.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,18.8,normal,144.1,15.4,normal,164.7,17.7,lognormal,204.9,0.11
-S.ECB.L.bur.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,20.4,normal,152.9,18.9,normal,175.2,21.3,normal,214.9,18.3
-S.ECB.L.bur.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,23.2,lognormal,158.8,0.14,normal,180.9,22.5,lognormal,226.5,0.09
-S.ECB.L.bur.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,18.3,normal,140.7,16.7,normal,160.8,18.7,normal,193.6,18.9
-S.ECB.L.bur.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,19.3,lognormal,136.2,0.14,lognormal,157.2,0.15,lognormal,210.5,0.16
-S.ECB.L.bur.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,20.4,normal,147.8,18.0,normal,169.4,20.3,normal,205.8,18.0
-S.ECB.L.bur.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,20.9,normal,155.3,20.1,normal,176.3,21.9,lognormal,216.5,0.09
-S.ECB.L.bur.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.1,22.4,lognormal,157.5,0.14,lognormal,180.2,0.14,normal,219.7,15.9
-S.ECB.L.bur.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,17.5,normal,138.4,15.5,normal,157.3,16.5,lognormal,189.8,0.09
-S.ECB.L.bur.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,19.4,lognormal,135.9,0.14,lognormal,154.9,0.14,lognormal,202.3,0.16
-S.ECB.L.bur.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,19.7,normal,146.8,17.2,normal,167.2,19.5,normal,201.0,17.7
-S.ECB.L.bur.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,20.9,normal,153.6,18.4,lognormal,175.4,0.13,normal,214.4,17.9
-S.ECB.L.bur.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,21.0,normal,157.9,19.8,lognormal,181.4,0.14,normal,239.7,20.6
-S.ECB.L.bur.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,16.5,normal,136.4,14.2,normal,156.9,16.1,lognormal,207.0,0.11
-S.ECB.L.bur.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.9,lognormal,135.6,0.14,normal,155.8,20.3,lognormal,199.6,0.12
-S.ECB.L.bur.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.2,normal,144.3,15.5,lognormal,167.2,0.13,normal,212.7,16.0
-S.ECB.L.bur.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,20.2,normal,153.5,18.4,normal,176.4,21.5,normal,219.0,13.7
-S.ECB.L.bur.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.4,22.7,lognormal,159.0,0.14,normal,181.7,23.4,normal,248.7,23.3
-S.ECB.L.bur.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,18.9,normal,141.0,16.7,normal,164.0,21.1,normal,202.9,17.7
-S.ECB.L.bur.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,20.0,normal,136.2,17.4,lognormal,158.5,0.16,lognormal,230.7,0.18
-S.ECB.L.bur.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.2,normal,148.1,18.1,normal,171.2,21.9,normal,213.8,17.7
-S.ECB.L.bur.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,20.9,lognormal,155.2,0.14,normal,178.6,23.6,normal,230.0,20.6
-S.ECB.L.bur.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,21.8,normal,157.4,19.7,lognormal,183.4,0.16,normal,247.5,26.5
-S.ECB.L.bur.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,18.4,normal,139.0,15.5,normal,161.0,19.4,lognormal,203.1,0.1
-S.ECB.L.bur.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,18.8,lognormal,136.4,0.14,lognormal,158.2,0.15,normal,208.1,26.5
-S.ECB.L.bur.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.6,normal,146.1,16.4,normal,170.0,21.8,normal,212.8,17.7
-S.ECB.L.bur.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,20.7,lognormal,154.5,0.14,normal,177.6,22.6,normal,222.6,15.1
-S.ECB.L.bur.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,21.9,normal,156.1,18.3,lognormal,178.4,0.13,normal,219.5,16.7
-S.ECB.L.bur.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,17.0,normal,134.4,13.6,lognormal,152.0,0.11,lognormal,193.4,0.1
-S.ECB.L.bur.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,18.5,normal,133.8,16.0,lognormal,152.8,0.13,lognormal,190.5,0.14
-S.ECB.L.bur.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.9,normal,143.2,15.3,normal,161.6,15.9,normal,206.8,19.7
-S.ECB.L.bur.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,19.9,normal,151.4,17.7,normal,172.2,19.7,normal,214.4,16.0
-S.ECB.L.bur.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,21.1,normal,157.4,19.6,normal,179.1,22.2,normal,220.6,15.5
-S.ECB.L.bur.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.8,normal,139.3,15.9,normal,158.5,18.0,normal,193.6,18.6
-S.ECB.L.bur.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.2,19.2,normal,136.1,17.7,lognormal,155.5,0.14,lognormal,206.9,0.16
-S.ECB.L.bur.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.6,normal,146.7,17.3,normal,168.3,20.5,normal,204.5,16.4
-S.ECB.L.bur.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,21.0,normal,154.4,19.8,normal,175.4,21.7,normal,215.1,16.3
-S.ECB.L.bur.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,21.1,normal,157.3,19.3,lognormal,180.0,0.13,normal,221.5,17.1
-S.ECB.L.bur.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.5,normal,136.3,14.0,normal,155.2,16.0,lognormal,191.5,0.1
-S.ECB.L.bur.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.5,lognormal,135.1,0.14,lognormal,154.8,0.14,lognormal,194.9,0.15
-S.ECB.L.bur.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.2,18.5,normal,145.0,16.7,normal,164.6,18.2,normal,204.0,19.1
-S.ECB.L.bur.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,20.2,normal,153.1,19.0,normal,174.9,20.7,normal,212.2,16.1
-S.ECB.L.bur.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,20.8,lognormal,156.9,0.13,normal,179.1,22.2,normal,235.6,18.8
-S.ECB.L.bur.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.6,normal,134.3,13.7,normal,152.6,14.8,normal,206.2,19.3
-S.ECB.L.bur.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.5,normal,134.0,16.2,lognormal,155.9,0.14,normal,198.5,22.5
-S.ECB.L.bur.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.7,normal,143.9,16.5,normal,164.0,17.5,normal,216.2,17.8
-S.ECB.L.bur.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,19.7,normal,151.3,17.5,normal,173.4,19.8,normal,223.7,15.5
-S.ECB.L.bur.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.8,22.0,normal,158.6,20.2,normal,181.2,23.0,normal,244.4,21.4
-S.ECB.L.bur.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,17.8,normal,139.3,16.1,lognormal,162.2,0.13,lognormal,206.4,0.11
-S.ECB.L.bur.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,19.4,lognormal,136.6,0.14,lognormal,157.6,0.15,lognormal,221.4,0.17
-S.ECB.L.bur.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,20.1,normal,147.6,17.8,lognormal,170.2,0.13,normal,212.4,15.8
-S.ECB.L.bur.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.0,21.1,lognormal,155.1,0.14,lognormal,179.4,0.15,normal,229.5,20.0
-S.ECB.L.bur.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,21.7,normal,158.1,20.0,normal,181.3,22.6,normal,248.0,25.1
-S.ECB.L.bur.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,16.8,normal,136.9,14.9,lognormal,157.7,0.12,lognormal,203.2,0.1
-S.ECB.L.bur.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.2,normal,135.3,17.3,normal,157.4,21.3,lognormal,205.3,0.14
-S.ECB.L.bur.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.4,normal,145.0,16.4,normal,166.5,19.0,normal,215.5,18.0
-S.ECB.L.bur.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,20.4,normal,152.7,17.9,normal,175.7,21.6,lognormal,226.2,0.08
-S.ECB.L.bur.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,20.9,normal,155.8,18.3,normal,175.6,19.2,normal,222.2,19.1
-S.ECB.L.bur.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,15.5,normal,132.3,12.7,normal,148.9,13.6,lognormal,192.3,0.1
-S.ECB.L.bur.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,17.6,normal,133.3,15.9,normal,151.4,17.2,normal,183.9,19.3
-S.ECB.L.bur.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.3,normal,141.3,14.3,normal,158.9,14.1,normal,203.3,18.6
-S.ECB.L.bur.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,19.0,normal,150.4,16.5,normal,170.5,18.4,normal,211.6,16.6
-S.ECB.L.bur.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,21.9,normal,157.7,19.2,lognormal,180.2,0.14,normal,216.9,16.1
-S.ECB.L.bur.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,17.1,normal,137.2,14.7,normal,156.5,16.3,normal,190.1,16.7
-S.ECB.L.bur.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,19.2,lognormal,135.9,0.14,lognormal,155.0,0.14,lognormal,204.3,0.16
-S.ECB.L.bur.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,18.8,normal,145.7,16.8,normal,167.9,19.9,normal,201.8,17.5
-S.ECB.L.bur.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,20.4,normal,153.2,18.5,normal,175.7,21.8,normal,210.6,16.4
-S.ECB.L.bur.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,21.4,normal,157.1,19.5,normal,177.9,20.4,normal,219.6,17.5
-S.ECB.L.bur.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,16.9,lognormal,135.1,0.11,normal,152.7,14.1,normal,189.9,16.8
-S.ECB.L.bur.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,18.9,normal,134.4,16.6,lognormal,154.1,0.14,lognormal,186.4,0.12
-S.ECB.L.bur.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,18.2,normal,143.7,15.9,normal,163.5,17.8,lognormal,201.4,0.09
-S.ECB.L.bur.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,20.6,normal,152.0,18.0,normal,174.2,20.1,normal,211.6,16.2
-S.ECB.L.bur.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,20.1,lognormal,155.3,0.13,normal,177.5,21.0,normal,247.5,26.4
-S.ECB.L.bur.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,15.8,normal,132.3,12.8,normal,150.2,14.0,lognormal,205.6,0.11
-S.ECB.L.bur.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,18.6,normal,133.3,15.8,lognormal,153.7,0.13,lognormal,195.4,0.12
-S.ECB.L.bur.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,17.0,normal,141.3,14.1,normal,160.4,15.8,normal,216.1,20.2
-S.ECB.L.bur.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,19.2,normal,150.2,16.6,normal,171.9,19.3,normal,222.3,16.4
-S.ECB.L.bur.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,22.0,normal,157.0,19.3,lognormal,182.2,0.15,normal,223.5,14.3
-S.ECB.L.bur.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.0,normal,137.7,14.7,normal,159.7,18.0,normal,202.3,18.0
-S.ECB.L.bur.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,19.0,lognormal,136.0,0.14,lognormal,158.5,0.16,lognormal,209.2,0.14
-S.ECB.L.bur.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,19.8,normal,146.8,17.5,lognormal,169.4,0.13,lognormal,211.9,0.09
-S.ECB.L.bur.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.9,normal,154.1,19.2,lognormal,176.2,0.13,normal,221.2,15.8
-S.ECB.L.bur.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.8,20.5,normal,157.1,19.0,normal,180.0,22.7,normal,247.6,26.1
-S.ECB.L.bur.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,16.5,normal,135.4,14.0,normal,154.4,15.2,lognormal,201.0,0.1
-S.ECB.L.bur.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,18.8,lognormal,135.7,0.14,lognormal,157.3,0.15,lognormal,199.8,0.13
-S.ECB.L.bur.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,18.0,normal,143.8,16.0,normal,165.0,18.4,normal,213.6,18.1
-S.ECB.L.bur.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,19.9,normal,152.2,17.9,normal,174.9,20.7,normal,225.6,19.2
-S.ECB.L.bur.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.5,23.5,lognormal,159.6,0.15,normal,182.0,23.6,normal,249.6,20.9
-S.ECB.L.bur.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,21.2,lognormal,144.6,0.14,lognormal,167.6,0.16,normal,226.9,20.5
-S.ECB.L.bur.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,20.1,lognormal,137.4,0.15,lognormal,158.1,0.16,normal,216.4,20.1
-S.ECB.L.bur.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,21.9,lognormal,150.7,0.15,normal,171.6,22.6,lognormal,250.0,0.12
-S.ECB.L.bur.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.1,lognormal,155.8,0.14,lognormal,178.8,0.15,normal,248.7,23.5
-S.ECB.L.bur.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,23.8,lognormal,159.2,0.14,lognormal,182.4,0.15,lognormal,250.0,0.06
-S.ECB.L.bur.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,21.3,lognormal,144.4,0.15,normal,166.5,23.0,normal,224.0,14.5
-S.ECB.L.bur.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,19.8,lognormal,136.9,0.15,lognormal,158.1,0.16,normal,217.9,15.7
-S.ECB.L.bur.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.3,lognormal,150.4,0.14,lognormal,172.7,0.15,lognormal,250.0,0.1
-S.ECB.L.bur.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,22.3,lognormal,155.8,0.15,lognormal,177.6,0.14,lognormal,250.0,0.08
-S.ECB.L.bur.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,22.9,lognormal,158.9,0.14,lognormal,184.1,0.16,normal,250.3,19.1
-S.ECB.L.bur.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.4,21.8,normal,143.9,18.7,lognormal,166.8,0.16,normal,231.0,18.4
-S.ECB.L.bur.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.9,lognormal,136.6,0.15,lognormal,158.4,0.15,normal,222.3,20.1
-S.ECB.L.bur.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,21.7,lognormal,150.7,0.15,normal,171.8,22.4,normal,249.2,22.1
-S.ECB.L.bur.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.0,lognormal,156.4,0.15,normal,178.2,23.2,lognormal,250.0,0.08
-S.ECB.L.bur.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.3,22.4,lognormal,159.4,0.15,lognormal,183.7,0.16,lognormal,250.0,0.09
-S.ECB.L.bur.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,21.1,lognormal,143.7,0.14,lognormal,165.5,0.15,normal,229.3,19.7
-S.ECB.L.bur.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.7,lognormal,137.4,0.15,lognormal,159.0,0.16,normal,222.0,19.9
-S.ECB.L.bur.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.0,21.7,lognormal,150.2,0.15,normal,171.1,21.7,lognormal,250.0,0.12
-S.ECB.L.bur.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.9,22.4,lognormal,156.4,0.15,lognormal,179.5,0.15,normal,249.5,21.2
-S.ECB.L.bur.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.4,normal,159.5,21.2,lognormal,183.0,0.15,lognormal,250.0,0.06
-S.ECB.L.bur.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,21.1,lognormal,145.2,0.15,normal,166.3,22.6,normal,249.6,21.0
-S.ECB.L.bur.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,19.8,lognormal,137.0,0.15,lognormal,158.3,0.16,lognormal,230.0,0.08
-S.ECB.L.bur.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,21.4,lognormal,149.6,0.15,normal,171.5,22.5,normal,250.3,19.3
-S.ECB.L.bur.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,22.1,lognormal,156.7,0.15,normal,178.6,23.2,lognormal,250.0,0.06
-S.ECB.L.bur.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,23.5,lognormal,160.6,0.15,lognormal,183.2,0.15,lognormal,250.0,0.06
-S.ECB.L.bur.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,21.0,lognormal,144.8,0.15,normal,166.6,22.2,normal,249.1,22.2
-S.ECB.L.bur.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,20.6,lognormal,137.7,0.15,lognormal,159.3,0.16,normal,218.6,12.0
-S.ECB.L.bur.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.2,lognormal,150.5,0.14,lognormal,173.3,0.15,lognormal,250.0,0.06
-S.ECB.L.bur.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,22.6,lognormal,156.0,0.15,lognormal,179.2,0.15,lognormal,250.0,0.06
-S.ECB.L.spm.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,12.2,normal,121.3,9.9,lognormal,131.6,0.07,lognormal,200.2,0.11
-S.ECB.L.spm.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,9.6,normal,97.2,8.3,normal,105.8,7.7,lognormal,172.2,0.18
-S.ECB.L.spm.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.6,lognormal,100.5,0.1,normal,113.2,9.8,normal,186.4,16.0
-S.ECB.L.spm.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,10.9,normal,105.8,8.7,normal,115.2,7.8,lognormal,188.1,0.18
-S.ECB.L.spm.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,11.8,normal,115.2,9.0,normal,124.5,7.4,normal,193.8,22.3
-S.ECB.L.spm.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,13.1,normal,125.9,9.7,normal,139.2,9.9,normal,225.0,17.0
-S.ECB.L.spm.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.5,normal,102.6,8.9,normal,113.1,8.3,lognormal,198.4,0.1
-S.ECB.L.spm.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.8,normal,107.0,10.5,normal,124.2,11.9,lognormal,181.3,0.11
-S.ECB.L.spm.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,11.4,normal,111.4,9.3,lognormal,123.0,0.08,lognormal,208.2,0.09
-S.ECB.L.spm.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,12.2,normal,121.0,10.1,normal,132.7,9.6,normal,217.8,15.8
-S.ECB.L.spm.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,12.7,normal,123.5,9.5,normal,135.4,9.3,normal,216.4,14.2
-S.ECB.L.spm.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,10.1,normal,99.9,8.7,lognormal,109.5,0.08,normal,193.3,17.4
-S.ECB.L.spm.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,11.2,lognormal,103.7,0.1,lognormal,119.2,0.1,normal,184.5,17.3
-S.ECB.L.spm.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,11.6,normal,108.7,9.1,normal,119.1,8.7,normal,203.6,18.1
-S.ECB.L.spm.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,12.6,normal,118.4,9.8,lognormal,128.6,0.07,normal,217.2,18.0
-S.ECB.L.spm.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,12.3,normal,121.4,9.8,lognormal,131.5,0.07,lognormal,200.0,0.11
-S.ECB.L.spm.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,9.7,lognormal,97.3,0.09,normal,105.8,7.7,lognormal,172.9,0.18
-S.ECB.L.spm.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,10.6,lognormal,100.6,0.1,normal,113.1,9.7,lognormal,197.5,0.1
-S.ECB.L.spm.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,11.1,normal,106.0,8.6,normal,115.0,7.6,lognormal,188.1,0.18
-S.ECB.L.spm.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,11.6,normal,115.0,8.9,normal,124.6,7.6,lognormal,195.6,0.14
-S.ECB.L.spm.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,13.3,normal,126.1,9.7,normal,139.6,10.0,normal,249.3,21.9
-S.ECB.L.spm.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,10.5,normal,102.6,9.0,normal,113.0,8.4,normal,215.3,21.3
-S.ECB.L.spm.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,11.9,normal,107.0,10.5,normal,124.3,12.1,lognormal,194.5,0.12
-S.ECB.L.spm.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,11.3,lognormal,111.6,0.09,normal,122.5,8.5,normal,219.5,15.9
-S.ECB.L.spm.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,11.9,normal,120.8,9.9,normal,132.8,9.6,normal,235.4,19.3
-S.ECB.L.spm.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,13.1,normal,123.6,9.6,normal,135.3,9.2,normal,223.0,14.6
-S.ECB.L.spm.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,10.1,normal,99.9,8.6,lognormal,109.6,0.08,normal,202.3,19.7
-S.ECB.L.spm.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,11.1,normal,103.7,10.0,lognormal,119.0,0.1,normal,199.7,20.8
-S.ECB.L.spm.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,11.5,normal,108.8,9.2,normal,119.0,8.7,lognormal,214.5,0.11
-S.ECB.L.spm.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,12.5,normal,118.3,9.6,lognormal,128.6,0.07,lognormal,225.0,0.11
-S.ECB.L.spm.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,14.0,normal,127.0,10.7,lognormal,140.1,0.09,lognormal,218.1,0.1
-S.ECB.L.spm.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,11.7,normal,104.2,10.3,lognormal,114.6,0.1,normal,188.8,20.8
-S.ECB.L.spm.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,13.0,lognormal,108.1,0.12,normal,122.5,12.7,normal,183.2,17.9
-S.ECB.L.spm.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,12.2,normal,113.0,10.9,normal,123.8,10.9,lognormal,204.1,0.12
-S.ECB.L.spm.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,13.2,normal,122.2,11.5,normal,133.8,11.8,normal,218.9,24.4
-S.ECB.L.spm.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,normal,132.8,12.6,normal,149.7,14.7,normal,229.2,21.3
-S.ECB.L.spm.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,12.6,lognormal,110.0,0.11,normal,123.0,12.1,lognormal,197.7,0.11
-S.ECB.L.spm.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.8,normal,114.2,13.0,lognormal,133.5,0.13,lognormal,178.0,0.1
-S.ECB.L.spm.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,13.3,lognormal,118.8,0.11,lognormal,131.9,0.1,lognormal,208.5,0.1
-S.ECB.L.spm.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.1,normal,127.0,11.6,lognormal,142.9,0.1,normal,218.9,18.2
-S.ECB.L.spm.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,15.0,normal,130.5,12.1,lognormal,145.1,0.1,normal,226.2,18.3
-S.ECB.L.spm.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,12.2,normal,107.1,10.6,lognormal,119.1,0.11,lognormal,198.0,0.1
-S.ECB.L.spm.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,13.3,lognormal,111.8,0.12,lognormal,128.7,0.12,normal,179.7,17.5
-S.ECB.L.spm.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,12.9,normal,116.0,11.0,lognormal,128.2,0.1,normal,209.5,18.1
-S.ECB.L.spm.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,13.5,normal,124.7,11.5,lognormal,138.7,0.1,normal,219.8,18.0
-S.ECB.L.spm.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,14.2,normal,126.9,11.1,lognormal,140.3,0.09,normal,221.4,20.3
-S.ECB.L.spm.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,11.6,normal,104.2,10.5,lognormal,114.5,0.1,normal,196.5,26.7
-S.ECB.L.spm.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,12.9,lognormal,108.3,0.12,lognormal,122.5,0.11,lognormal,193.7,0.11
-S.ECB.L.spm.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,12.2,normal,113.1,11.0,normal,124.1,11.3,normal,207.6,25.0
-S.ECB.L.spm.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,13.2,lognormal,122.4,0.1,normal,133.9,11.8,normal,214.8,21.1
-S.ECB.L.spm.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,normal,132.8,12.6,lognormal,149.1,0.1,normal,248.8,23.2
-S.ECB.L.spm.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,12.5,lognormal,110.2,0.11,lognormal,122.8,0.1,lognormal,215.3,0.12
-S.ECB.L.spm.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,14.1,normal,114.2,12.8,lognormal,134.1,0.13,normal,189.3,18.7
-S.ECB.L.spm.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,13.2,normal,118.8,11.9,lognormal,132.6,0.1,normal,226.1,22.2
-S.ECB.L.spm.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,14.3,normal,127.0,11.7,lognormal,142.6,0.1,lognormal,235.0,0.1
-S.ECB.L.spm.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,14.8,normal,129.7,11.5,lognormal,145.3,0.1,normal,248.7,23.2
-S.ECB.L.spm.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.0,normal,107.1,10.5,lognormal,119.1,0.11,lognormal,211.6,0.11
-S.ECB.L.spm.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.1,13.5,normal,111.6,12.6,lognormal,128.5,0.12,lognormal,195.5,0.12
-S.ECB.L.spm.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,12.9,normal,115.8,10.8,lognormal,128.4,0.1,normal,221.0,17.5
-S.ECB.L.spm.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,13.9,normal,125.0,11.4,normal,138.4,12.6,lognormal,240.0,0.1
-S.ECB.L.spm.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,14.3,normal,135.0,13.1,normal,152.0,14.4,normal,237.4,25.7
-S.ECB.L.spm.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,11.9,normal,112.2,10.9,normal,124.2,10.3,normal,195.6,16.7
-S.ECB.L.spm.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.3,normal,116.2,12.3,normal,132.6,13.6,normal,181.2,17.9
-S.ECB.L.spm.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,13.2,lognormal,120.9,0.1,normal,134.5,11.7,normal,206.0,16.5
-S.ECB.L.spm.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,14.0,lognormal,129.8,0.1,normal,145.5,12.8,normal,217.1,17.0
-S.ECB.L.spm.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,16.5,normal,140.9,15.7,normal,160.7,17.7,normal,223.2,17.7
-S.ECB.L.spm.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,13.3,normal,118.4,12.0,normal,134.4,12.8,lognormal,197.5,0.11
-S.ECB.L.spm.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.8,normal,121.6,14.7,normal,140.1,17.1,lognormal,178.7,0.1
-S.ECB.L.spm.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,14.0,normal,126.5,12.5,normal,143.9,14.0,lognormal,208.9,0.11
-S.ECB.L.spm.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,15.5,normal,135.4,14.2,normal,154.2,16.5,lognormal,219.7,0.1
-S.ECB.L.spm.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,15.5,normal,138.1,14.5,normal,155.7,15.6,normal,220.0,13.6
-S.ECB.L.spm.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.4,normal,115.0,10.9,normal,129.4,11.7,normal,198.2,17.8
-S.ECB.L.spm.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,15.3,lognormal,119.2,0.12,normal,137.1,15.6,lognormal,179.5,0.11
-S.ECB.L.spm.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,13.5,normal,123.5,11.7,lognormal,139.6,0.1,normal,208.5,17.8
-S.ECB.L.spm.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,14.4,normal,132.6,13.2,normal,151.4,15.8,lognormal,230.3,0.12
-S.ECB.L.spm.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,14.4,normal,134.9,13.0,normal,152.1,14.5,normal,247.8,25.8
-S.ECB.L.spm.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,12.0,normal,112.2,10.8,normal,124.5,10.4,normal,204.3,19.7
-S.ECB.L.spm.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,14.5,normal,116.3,12.6,normal,131.9,13.0,lognormal,193.4,0.12
-S.ECB.L.spm.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,13.0,normal,120.7,11.2,normal,134.5,12.2,normal,211.4,15.0
-S.ECB.L.spm.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,14.2,lognormal,129.5,0.1,normal,145.7,13.2,normal,230.5,19.2
-S.ECB.L.spm.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,16.8,normal,140.7,15.5,normal,159.8,17.6,lognormal,235.0,0.08
-S.ECB.L.spm.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,13.4,normal,118.3,12.0,lognormal,134.6,0.1,lognormal,218.5,0.13
-S.ECB.L.spm.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.5,normal,122.0,14.8,normal,140.4,17.2,lognormal,187.9,0.1
-S.ECB.L.spm.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,14.2,normal,126.5,12.4,normal,144.6,14.3,normal,220.7,19.1
-S.ECB.L.spm.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,15.8,normal,135.3,14.4,normal,154.7,16.5,normal,248.1,25.0
-S.ECB.L.spm.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,15.7,normal,137.6,14.1,normal,156.7,16.3,normal,249.9,20.3
-S.ECB.L.spm.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,13.0,normal,115.4,11.3,normal,129.5,11.5,lognormal,218.3,0.12
-S.ECB.L.spm.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.3,normal,119.7,14.1,normal,137.3,15.6,lognormal,189.3,0.11
-S.ECB.L.spm.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,13.3,normal,123.6,11.8,normal,139.7,12.9,normal,225.4,20.4
-S.ECB.L.spm.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,14.9,normal,132.6,13.0,normal,150.5,14.6,normal,231.2,18.0
-S.ECB.L.spm.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.1,lognormal,148.0,0.15,lognormal,165.0,0.14,normal,214.1,22.9
-S.ECB.L.spm.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.2,lognormal,133.9,0.15,lognormal,150.2,0.15,lognormal,189.2,0.11
-S.ECB.L.spm.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,19.1,lognormal,126.3,0.15,lognormal,141.8,0.15,normal,173.7,15.4
-S.ECB.L.spm.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,21.0,lognormal,139.0,0.15,lognormal,154.6,0.14,normal,201.5,22.7
-S.ECB.L.spm.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.7,normal,144.1,18.8,lognormal,162.0,0.15,normal,209.1,23.1
-S.ECB.L.spm.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,22.8,lognormal,148.3,0.15,normal,165.9,21.4,lognormal,250.0,0.09
-S.ECB.L.spm.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,20.0,lognormal,133.8,0.15,lognormal,152.6,0.16,normal,207.4,14.8
-S.ECB.L.spm.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.18,lognormal,127.3,0.16,normal,144.6,20.3,lognormal,185.6,0.09
-S.ECB.L.spm.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.6,lognormal,139.8,0.16,lognormal,157.9,0.15,lognormal,219.5,0.07
-S.ECB.L.spm.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.5,lognormal,144.1,0.14,lognormal,164.0,0.15,normal,240.4,19.1
-S.ECB.L.spm.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,22.1,lognormal,147.3,0.15,lognormal,166.6,0.15,lognormal,250.0,0.1
-S.ECB.L.spm.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,19.9,lognormal,134.3,0.16,lognormal,152.3,0.16,normal,204.7,15.9
-S.ECB.L.spm.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.3,lognormal,126.9,0.15,lognormal,144.0,0.15,lognormal,181.0,0.08
-S.ECB.L.spm.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,20.3,lognormal,138.7,0.15,lognormal,157.6,0.15,normal,217.2,15.4
-S.ECB.L.spm.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.0,0.15,lognormal,164.4,0.15,lognormal,250.0,0.12
-S.ECB.L.spm.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.1,lognormal,147.8,0.15,normal,164.0,20.8,lognormal,216.2,0.13
-S.ECB.L.spm.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.0,lognormal,134.1,0.15,lognormal,149.3,0.14,lognormal,193.3,0.13
-S.ECB.L.spm.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,18.9,lognormal,126.1,0.15,lognormal,141.2,0.14,normal,177.5,18.4
-S.ECB.L.spm.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,20.7,normal,138.5,18.3,lognormal,155.8,0.15,lognormal,204.9,0.14
-S.ECB.L.spm.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,21.4,lognormal,143.9,0.15,normal,160.9,21.1,lognormal,218.0,0.15
-S.ECB.L.spm.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,21.7,lognormal,148.1,0.15,lognormal,167.4,0.15,lognormal,250.0,0.08
-S.ECB.L.spm.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.1,lognormal,133.2,0.15,lognormal,153.5,0.16,lognormal,213.1,0.09
-S.ECB.L.spm.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.18,lognormal,127.3,0.16,lognormal,144.4,0.15,normal,188.2,15.1
-S.ECB.L.spm.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,20.1,lognormal,138.4,0.15,lognormal,158.1,0.16,normal,231.1,18.1
-S.ECB.L.spm.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.5,0.15,lognormal,165.0,0.16,normal,249.6,21.0
-S.ECB.L.spm.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,22.1,lognormal,147.9,0.15,lognormal,167.7,0.16,lognormal,250.0,0.08
-S.ECB.L.spm.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,20.0,lognormal,134.0,0.15,lognormal,152.8,0.16,lognormal,208.3,0.09
-S.ECB.L.spm.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.5,lognormal,127.3,0.16,lognormal,144.2,0.15,normal,184.5,14.6
-S.ECB.L.spm.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.6,0.18,lognormal,139.0,0.15,lognormal,158.3,0.15,normal,221.1,14.1
-S.ECB.L.spm.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.9,lognormal,144.1,0.15,lognormal,164.5,0.16,lognormal,250.0,0.1
-S.ECB.L.spm.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,20.5,lognormal,147.4,0.15,normal,165.9,21.4,normal,224.1,17.8
-S.ECB.L.spm.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,17.2,normal,130.2,15.6,lognormal,149.0,0.14,lognormal,193.2,0.11
-S.ECB.L.spm.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,17.6,lognormal,126.1,0.15,lognormal,143.1,0.15,lognormal,193.5,0.14
-S.ECB.L.spm.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,19.0,lognormal,137.5,0.14,lognormal,157.0,0.15,lognormal,204.0,0.1
-S.ECB.L.spm.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,20.4,lognormal,143.8,0.15,lognormal,163.5,0.15,normal,210.6,14.4
-S.ECB.L.spm.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.1,lognormal,147.4,0.15,lognormal,167.8,0.16,lognormal,242.7,0.13
-S.ECB.L.spm.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,18.9,normal,132.4,17.5,lognormal,151.4,0.15,lognormal,193.2,0.1
-S.ECB.L.spm.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.0,lognormal,126.4,0.15,lognormal,143.6,0.15,lognormal,213.4,0.16
-S.ECB.L.spm.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.3,19.6,lognormal,138.9,0.15,lognormal,157.7,0.15,lognormal,205.5,0.1
-S.ECB.L.spm.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.3,lognormal,145.0,0.15,lognormal,164.3,0.15,lognormal,216.8,0.09
-S.ECB.L.spm.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,21.8,normal,146.4,19.0,normal,165.9,21.9,normal,217.9,13.1
-S.ECB.L.spm.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,17.9,normal,131.3,16.3,lognormal,149.4,0.14,normal,191.1,16.8
-S.ECB.L.spm.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,18.0,lognormal,126.8,0.15,lognormal,143.9,0.15,lognormal,202.1,0.16
-S.ECB.L.spm.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,19.2,lognormal,137.9,0.14,lognormal,157.1,0.15,lognormal,204.1,0.1
-S.ECB.L.spm.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,20.7,lognormal,144.0,0.15,normal,163.5,22.6,normal,214.3,17.9
-S.ECB.L.spm.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,21.2,normal,146.8,19.2,lognormal,165.6,0.15,lognormal,240.0,0.1
-S.ECB.L.spm.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,17.9,normal,130.4,15.9,normal,148.1,18.4,normal,203.9,17.9
-S.ECB.L.spm.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,18.3,lognormal,126.5,0.15,lognormal,143.7,0.15,lognormal,200.4,0.13
-S.ECB.L.spm.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,18.5,lognormal,137.8,0.14,lognormal,157.1,0.15,normal,213.4,18.6
-S.ECB.L.spm.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,20.6,normal,143.5,19.1,normal,163.7,22.4,normal,229.8,20.3
-S.ECB.L.spm.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,21.5,lognormal,148.2,0.15,normal,167.5,22.7,normal,248.7,23.3
-S.ECB.L.spm.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,18.5,normal,131.8,17.1,lognormal,152.0,0.15,lognormal,206.1,0.11
-S.ECB.L.spm.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,18.6,lognormal,126.7,0.15,lognormal,143.9,0.15,lognormal,227.4,0.18
-S.ECB.L.spm.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,19.8,lognormal,138.5,0.15,lognormal,158.9,0.16,normal,215.3,18.4
-S.ECB.L.spm.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,20.6,lognormal,144.8,0.15,normal,164.3,22.9,normal,223.1,16.0
-S.ECB.L.spm.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.0,lognormal,146.9,0.14,lognormal,167.4,0.15,normal,234.8,20.3
-S.ECB.L.spm.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,18.3,normal,131.7,16.5,lognormal,150.0,0.14,lognormal,206.6,0.12
-S.ECB.L.spm.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,18.0,lognormal,126.9,0.15,lognormal,144.9,0.16,lognormal,207.6,0.13
-S.ECB.L.spm.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.9,19.2,normal,138.2,18.3,lognormal,157.9,0.15,lognormal,213.2,0.09
-S.ECB.L.spm.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,20.4,lognormal,144.3,0.15,normal,163.8,22.4,normal,221.1,14.2
-S.ECB.L.spm.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.0,lognormal,147.1,0.15,lognormal,167.7,0.15,normal,220.2,15.8
-S.ECB.L.spm.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,16.6,normal,129.2,14.9,normal,145.6,16.5,lognormal,193.7,0.1
-S.ECB.L.spm.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,17.5,lognormal,125.7,0.15,lognormal,142.7,0.15,lognormal,190.6,0.14
-S.ECB.L.spm.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,18.2,normal,136.3,16.5,lognormal,154.8,0.14,lognormal,203.5,0.09
-S.ECB.L.spm.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,19.9,normal,141.9,17.7,lognormal,162.9,0.15,normal,213.4,16.6
-S.ECB.L.spm.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,21.2,lognormal,147.4,0.15,lognormal,166.9,0.15,normal,241.6,26.7
-S.ECB.L.spm.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,18.0,lognormal,132.2,0.14,normal,150.0,19.3,lognormal,192.4,0.1
-S.ECB.L.spm.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,18.1,lognormal,127.0,0.15,lognormal,144.8,0.16,lognormal,208.5,0.18
-S.ECB.L.spm.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,19.0,lognormal,138.0,0.14,lognormal,157.6,0.16,lognormal,205.9,0.1
-S.ECB.L.spm.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.1,20.7,lognormal,144.9,0.15,lognormal,164.6,0.15,normal,212.2,14.3
-S.ECB.L.spm.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,20.5,lognormal,147.0,0.15,lognormal,166.5,0.15,normal,215.1,13.3
-S.ECB.L.spm.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,17.3,normal,130.3,16.0,normal,148.0,18.2,lognormal,191.7,0.1
-S.ECB.L.spm.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.8,lognormal,126.1,0.15,lognormal,144.2,0.16,lognormal,197.7,0.16
-S.ECB.L.spm.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,19.1,normal,137.4,17.6,normal,156.0,20.3,lognormal,201.4,0.08
-S.ECB.L.spm.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.1,20.2,lognormal,144.3,0.15,normal,162.9,21.7,lognormal,212.2,0.08
-S.ECB.L.spm.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,21.4,normal,146.3,18.6,lognormal,166.6,0.15,normal,248.2,24.5
-S.ECB.L.spm.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.7,normal,129.0,14.9,normal,146.5,16.7,normal,205.9,19.3
-S.ECB.L.spm.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.4,lognormal,126.3,0.15,lognormal,143.5,0.15,normal,197.6,21.6
-S.ECB.L.spm.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,18.2,normal,135.6,16.0,lognormal,154.8,0.14,normal,214.3,18.3
-S.ECB.L.spm.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.3,lognormal,142.7,0.14,lognormal,163.4,0.16,normal,223.3,15.1
-S.ECB.L.spm.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.1,lognormal,147.5,0.15,lognormal,167.4,0.15,normal,248.2,24.7
-S.ECB.L.spm.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,17.8,normal,131.1,16.4,lognormal,150.5,0.15,lognormal,205.5,0.11
-S.ECB.L.spm.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,18.6,lognormal,126.6,0.15,lognormal,144.2,0.16,lognormal,221.5,0.17
-S.ECB.L.spm.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,18.6,lognormal,138.1,0.14,lognormal,157.9,0.16,lognormal,215.5,0.09
-S.ECB.L.spm.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.4,lognormal,143.9,0.15,lognormal,165.4,0.16,normal,220.4,15.4
-S.ECB.L.spm.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,20.9,lognormal,147.4,0.15,normal,166.4,21.4,lognormal,240.0,0.1
-S.ECB.L.spm.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,17.6,normal,130.1,15.4,normal,148.8,19.1,lognormal,205.6,0.11
-S.ECB.L.spm.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,17.7,lognormal,126.7,0.15,lognormal,144.3,0.15,lognormal,204.5,0.13
-S.ECB.L.spm.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.1,18.7,lognormal,137.6,0.14,lognormal,156.6,0.14,normal,215.4,18.0
-S.ECB.L.spm.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.5,20.2,lognormal,143.5,0.14,lognormal,164.2,0.15,normal,218.8,13.2
-S.ECB.L.spm.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,20.7,normal,146.2,19.2,normal,166.8,22.3,normal,225.1,19.8
-S.ECB.L.spm.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,16.1,normal,127.7,14.1,normal,144.4,15.7,lognormal,191.6,0.09
-S.ECB.L.spm.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,17.0,normal,125.3,16.5,lognormal,141.6,0.14,lognormal,183.9,0.12
-S.ECB.L.spm.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.4,normal,135.0,15.9,normal,153.2,18.3,lognormal,203.6,0.1
-S.ECB.L.spm.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,19.0,lognormal,142.7,0.14,normal,161.9,20.8,normal,216.1,19.5
-S.ECB.L.spm.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.3,21.9,lognormal,147.9,0.15,lognormal,167.5,0.15,normal,220.5,16.6
-S.ECB.L.spm.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,17.8,normal,131.4,16.5,lognormal,149.2,0.14,lognormal,188.9,0.09
-S.ECB.L.spm.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.0,normal,126.1,17.4,normal,143.0,19.2,lognormal,201.9,0.16
-S.ECB.L.spm.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,19.0,normal,137.9,18.3,lognormal,157.9,0.15,lognormal,200.8,0.09
-S.ECB.L.spm.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,20.0,lognormal,144.1,0.15,lognormal,163.3,0.15,lognormal,215.2,0.09
-S.ECB.L.spm.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.2,normal,146.5,19.1,lognormal,167.0,0.15,lognormal,227.9,0.1
-S.ECB.L.spm.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,16.8,normal,129.6,15.1,normal,147.1,17.0,lognormal,189.9,0.09
-S.ECB.L.spm.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,17.8,lognormal,126.6,0.15,normal,143.1,19.3,lognormal,189.6,0.14
-S.ECB.L.spm.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,18.3,normal,136.8,17.6,lognormal,156.4,0.15,lognormal,201.2,0.1
-S.ECB.L.spm.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,20.3,lognormal,144.5,0.15,normal,162.2,21.3,normal,211.5,16.1
-S.ECB.L.spm.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,19.9,lognormal,146.1,0.14,lognormal,165.7,0.15,normal,238.7,22.7
-S.ECB.L.spm.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,15.8,normal,128.0,14.3,normal,145.1,15.4,lognormal,208.3,0.11
-S.ECB.L.spm.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,17.2,lognormal,125.8,0.15,lognormal,143.3,0.15,lognormal,197.5,0.13
-S.ECB.L.spm.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.3,normal,135.4,16.6,normal,153.6,18.3,normal,218.0,21.5
-S.ECB.L.spm.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,20.0,normal,142.5,17.9,lognormal,163.2,0.15,normal,234.0,21.8
-S.ECB.L.spm.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,21.5,lognormal,147.2,0.15,lognormal,168.4,0.16,normal,235.0,19.9
-S.ECB.L.spm.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,17.2,normal,131.0,16.4,normal,149.7,19.0,lognormal,203.2,0.11
-S.ECB.L.spm.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,17.9,lognormal,126.6,0.15,lognormal,144.4,0.15,lognormal,210.2,0.15
-S.ECB.L.spm.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,19.3,normal,137.8,17.7,lognormal,157.7,0.15,normal,212.5,18.4
-S.ECB.L.spm.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,20.3,lognormal,144.3,0.15,normal,164.8,23.2,normal,217.3,13.6
-S.ECB.L.spm.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,20.7,normal,146.4,18.7,normal,166.7,21.8,normal,239.1,21.8
-S.ECB.L.spm.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.6,normal,129.7,15.7,normal,147.7,17.6,lognormal,203.8,0.1
-S.ECB.L.spm.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,17.9,lognormal,126.4,0.15,lognormal,144.3,0.15,lognormal,198.4,0.13
-S.ECB.L.spm.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,18.5,lognormal,137.2,0.14,normal,156.2,20.6,lognormal,212.2,0.09
-S.ECB.L.spm.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.5,normal,143.4,18.7,lognormal,164.6,0.16,normal,219.7,15.7
-S.ECB.L.spm.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,22.5,lognormal,147.9,0.15,lognormal,167.6,0.15,normal,249.6,20.9
-S.ECB.L.spm.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.2,lognormal,134.2,0.15,lognormal,153.0,0.16,normal,225.2,19.4
-S.ECB.L.spm.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,18.6,lognormal,126.6,0.15,lognormal,144.8,0.16,normal,216.8,21.1
-S.ECB.L.spm.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,20.6,lognormal,139.0,0.15,lognormal,158.7,0.16,lognormal,250.0,0.12
-S.ECB.L.spm.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,20.9,lognormal,144.4,0.15,lognormal,164.1,0.15,normal,249.0,22.6
-S.ECB.L.spm.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,22.8,lognormal,148.3,0.15,normal,165.9,21.4,lognormal,250.0,0.06
-S.ECB.L.spm.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,20.1,lognormal,133.7,0.15,lognormal,152.6,0.16,normal,247.5,26.3
-S.ECB.L.spm.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,18.8,lognormal,126.5,0.15,lognormal,144.3,0.16,normal,218.1,16.5
-S.ECB.L.spm.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.6,lognormal,139.8,0.16,lognormal,157.9,0.15,lognormal,250.0,0.1
-S.ECB.L.spm.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,20.5,lognormal,144.1,0.14,lognormal,164.0,0.15,lognormal,250.0,0.08
-S.ECB.L.spm.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,22.2,lognormal,147.3,0.15,lognormal,166.7,0.15,normal,250.3,19.1
-S.ECB.L.spm.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,19.8,lognormal,134.4,0.15,lognormal,151.7,0.15,normal,231.0,18.4
-S.ECB.L.spm.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,19.0,lognormal,126.6,0.15,lognormal,143.9,0.15,normal,224.4,20.9
-S.ECB.L.spm.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,20.4,lognormal,138.7,0.15,lognormal,157.9,0.15,lognormal,250.0,0.1
-S.ECB.L.spm.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.0,0.15,lognormal,164.4,0.15,lognormal,250.0,0.08
-S.ECB.L.spm.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.2,21.0,lognormal,146.5,0.15,lognormal,167.5,0.16,lognormal,250.0,0.09
-S.ECB.L.spm.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,20.5,lognormal,134.1,0.15,lognormal,152.0,0.15,lognormal,231.7,0.1
-S.ECB.L.spm.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,18.9,lognormal,126.8,0.15,lognormal,144.2,0.16,normal,222.6,20.5
-S.ECB.L.spm.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,20.5,lognormal,139.0,0.15,lognormal,159.4,0.16,lognormal,250.0,0.12
-S.ECB.L.spm.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,21.5,lognormal,144.3,0.15,lognormal,163.4,0.15,normal,249.5,21.2
-S.ECB.L.spm.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,21.7,lognormal,148.1,0.15,lognormal,167.5,0.15,lognormal,250.0,0.06
-S.ECB.L.spm.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.0,lognormal,133.4,0.15,lognormal,153.1,0.16,normal,249.6,21.0
-S.ECB.L.spm.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,19.2,lognormal,126.6,0.15,lognormal,143.8,0.15,lognormal,230.0,0.08
-S.ECB.L.spm.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,20.1,lognormal,138.4,0.15,lognormal,158.0,0.16,normal,250.3,19.3
-S.ECB.L.spm.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.0,lognormal,144.5,0.15,lognormal,165.0,0.16,lognormal,250.0,0.06
-S.ECB.L.spm.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,22.2,lognormal,148.0,0.15,lognormal,167.9,0.16,lognormal,250.0,0.06
-S.ECB.L.spm.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,19.8,lognormal,133.9,0.15,lognormal,152.3,0.16,normal,249.1,22.2
-S.ECB.L.spm.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.18,lognormal,126.9,0.15,lognormal,145.0,0.16,lognormal,230.0,0.08
-S.ECB.L.spm.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,20.9,lognormal,139.0,0.15,lognormal,158.5,0.15,lognormal,250.0,0.06
-S.ECB.L.spm.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.9,lognormal,144.1,0.15,lognormal,164.2,0.15,lognormal,250.0,0.06
-S.ECB.M.bur.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,13.6,normal,118.5,9.6,normal,136.1,8.7,normal,186.6,16.5
-S.ECB.M.bur.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,9.6,normal,96.2,8.2,normal,111.1,7.8,normal,165.6,14.6
-S.ECB.M.bur.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,10.3,normal,98.8,9.0,lognormal,119.8,0.09,lognormal,160.1,0.1
-S.ECB.M.bur.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,97.3,10.9,normal,104.3,8.5,lognormal,120.6,0.07,normal,174.2,15.2
-S.ECB.M.bur.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,12.7,normal,113.0,8.7,normal,129.6,8.5,lognormal,182.6,0.1
-S.ECB.M.bur.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.4,normal,123.0,10.3,normal,150.3,10.2,normal,190.0,16.2
-S.ECB.M.bur.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,10.4,normal,101.5,8.7,lognormal,121.1,0.08,lognormal,169.3,0.1
-S.ECB.M.bur.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,11.6,normal,105.1,9.8,lognormal,139.3,0.11,normal,161.6,13.1
-S.ECB.M.bur.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.1,12.4,normal,109.8,9.1,normal,130.6,9.4,lognormal,177.6,0.1
-S.ECB.M.bur.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,13.3,normal,118.1,9.8,normal,142.8,10.4,lognormal,186.1,0.1
-S.ECB.M.bur.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,14.5,normal,121.3,10.2,lognormal,143.4,0.07,lognormal,188.9,0.09
-S.ECB.M.bur.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,10.1,lognormal,98.7,0.09,normal,115.0,7.8,lognormal,169.9,0.1
-S.ECB.M.bur.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,11.0,lognormal,102.2,0.1,lognormal,127.8,0.09,normal,158.4,13.2
-S.ECB.M.bur.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,11.6,normal,106.9,8.8,normal,124.4,7.8,normal,176.1,15.5
-S.ECB.M.bur.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.4,normal,115.6,9.3,normal,135.4,8.7,lognormal,183.5,0.09
-S.ECB.M.bur.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,13.5,normal,118.7,9.6,normal,135.9,8.8,lognormal,189.8,0.1
-S.ECB.M.bur.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.8,9.6,normal,96.2,8.2,normal,111.2,7.8,normal,166.1,14.7
-S.ECB.M.bur.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,10.4,normal,98.7,9.0,lognormal,119.8,0.09,lognormal,162.4,0.1
-S.ECB.M.bur.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,11.3,normal,104.4,8.5,normal,120.6,8.3,normal,175.7,15.8
-S.ECB.M.bur.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,12.8,normal,113.3,8.9,lognormal,129.7,0.07,lognormal,184.9,0.11
-S.ECB.M.bur.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.1,normal,123.0,10.4,normal,150.1,9.8,normal,192.7,16.7
-S.ECB.M.bur.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,10.4,normal,101.4,8.7,lognormal,121.2,0.08,normal,171.1,15.5
-S.ECB.M.bur.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,11.6,normal,105.0,10.0,normal,138.7,13.6,lognormal,162.9,0.09
-S.ECB.M.bur.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.1,12.4,normal,109.9,9.3,normal,130.2,9.2,lognormal,180.5,0.1
-S.ECB.M.bur.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,13.5,normal,118.4,10.0,normal,142.8,10.3,normal,190.1,18.4
-S.ECB.M.bur.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,14.4,normal,121.3,10.4,lognormal,143.3,0.07,normal,190.8,17.0
-S.ECB.M.bur.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,10.0,normal,98.7,8.4,normal,114.9,7.8,lognormal,173.3,0.11
-S.ECB.M.bur.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.8,lognormal,102.1,0.1,lognormal,127.8,0.09,normal,159.8,13.1
-S.ECB.M.bur.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,11.8,normal,107.0,8.8,normal,124.4,7.8,normal,180.1,17.8
-S.ECB.M.bur.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,13.6,normal,115.8,9.3,normal,135.3,8.8,normal,186.5,16.3
-S.ECB.M.bur.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.2,normal,122.5,11.2,lognormal,142.5,0.09,normal,191.3,20.1
-S.ECB.M.bur.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,10.8,lognormal,101.2,0.1,lognormal,117.9,0.09,normal,170.0,15.9
-S.ECB.M.bur.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,11.9,lognormal,104.3,0.11,normal,124.5,10.6,normal,160.8,15.7
-S.ECB.M.bur.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.2,normal,109.5,10.0,normal,125.8,9.1,normal,178.0,16.2
-S.ECB.M.bur.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.4,normal,117.6,10.6,lognormal,135.6,0.08,normal,184.9,17.6
-S.ECB.M.bur.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,15.9,normal,126.9,12.7,normal,160.3,12.5,normal,190.0,16.9
-S.ECB.M.bur.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,11.8,normal,106.6,9.9,lognormal,130.8,0.1,normal,169.5,15.4
-S.ECB.M.bur.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,13.3,normal,110.8,11.6,normal,147.0,14.5,normal,161.3,13.1
-S.ECB.M.bur.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,13.1,normal,114.7,10.6,lognormal,142.0,0.1,lognormal,177.8,0.1
-S.ECB.M.bur.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,15.1,normal,122.5,11.2,normal,153.6,12.8,lognormal,186.8,0.11
-S.ECB.M.bur.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,15.0,normal,124.8,11.3,normal,152.5,11.8,lognormal,189.1,0.1
-S.ECB.M.bur.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.3,11.2,normal,104.0,10.0,normal,123.2,10.3,normal,170.1,15.3
-S.ECB.M.bur.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.6,12.4,lognormal,107.8,0.11,lognormal,136.0,0.1,lognormal,159.0,0.09
-S.ECB.M.bur.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,12.4,normal,112.2,10.3,lognormal,133.5,0.09,normal,176.2,15.6
-S.ECB.M.bur.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,14.1,normal,120.4,11.1,lognormal,146.0,0.09,normal,184.0,16.5
-S.ECB.M.bur.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.2,normal,122.5,11.2,lognormal,142.5,0.09,normal,191.3,20.1
-S.ECB.M.bur.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,10.8,lognormal,101.2,0.1,lognormal,117.9,0.09,normal,170.0,15.9
-S.ECB.M.bur.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,11.9,lognormal,104.3,0.11,normal,124.5,10.6,normal,160.8,15.7
-S.ECB.M.bur.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.2,normal,109.5,10.0,normal,125.8,9.1,normal,178.0,16.2
-S.ECB.M.bur.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.4,normal,117.6,10.6,lognormal,135.6,0.08,normal,184.9,17.6
-S.ECB.M.bur.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,15.9,normal,126.9,12.7,normal,160.3,12.5,normal,190.0,16.9
-S.ECB.M.bur.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,11.8,normal,106.6,9.9,lognormal,130.8,0.1,normal,169.5,15.4
-S.ECB.M.bur.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,13.3,normal,110.8,11.6,normal,147.0,14.5,normal,161.3,13.1
-S.ECB.M.bur.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,13.1,normal,114.7,10.6,lognormal,142.0,0.1,lognormal,177.8,0.1
-S.ECB.M.bur.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,15.1,normal,122.5,11.2,normal,153.6,12.8,lognormal,186.8,0.11
-S.ECB.M.bur.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,15.0,normal,124.8,11.3,normal,152.5,11.8,lognormal,189.1,0.1
-S.ECB.M.bur.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.3,11.2,normal,104.0,10.0,normal,123.2,10.3,normal,170.1,15.3
-S.ECB.M.bur.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.6,12.4,lognormal,107.8,0.11,lognormal,136.0,0.1,lognormal,159.0,0.09
-S.ECB.M.bur.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,12.4,normal,112.2,10.3,lognormal,133.5,0.09,normal,176.2,15.6
-S.ECB.M.bur.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,14.1,normal,120.4,11.1,lognormal,146.0,0.09,normal,184.0,16.5
-S.ECB.M.bur.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,15.0,normal,125.6,11.5,lognormal,147.9,0.1,normal,191.7,20.6
-S.ECB.M.bur.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,10.9,normal,105.6,9.7,normal,123.3,9.3,lognormal,171.7,0.1
-S.ECB.M.bur.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,13.0,lognormal,109.4,0.11,normal,129.5,11.6,lognormal,160.7,0.11
-S.ECB.M.bur.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,12.1,normal,113.7,10.1,normal,132.4,10.5,lognormal,180.1,0.1
-S.ECB.M.bur.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,14.3,normal,121.5,11.1,lognormal,141.7,0.09,lognormal,186.1,0.1
-S.ECB.M.bur.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.1,16.5,normal,130.6,14.5,normal,169.1,13.7,lognormal,189.8,0.1
-S.ECB.M.bur.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,12.7,normal,112.6,11.1,lognormal,138.4,0.09,lognormal,168.8,0.1
-S.ECB.M.bur.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,14.5,normal,115.4,12.5,lognormal,149.5,0.09,normal,160.6,13.7
-S.ECB.M.bur.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,14.0,normal,119.3,11.7,lognormal,150.6,0.09,lognormal,176.3,0.1
-S.ECB.M.bur.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,16.1,normal,126.7,13.2,normal,160.5,11.8,lognormal,183.4,0.09
-S.ECB.M.bur.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,16.1,normal,128.2,13.0,normal,158.8,11.1,lognormal,188.7,0.1
-S.ECB.M.bur.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,11.5,lognormal,108.7,0.1,normal,129.9,10.4,lognormal,170.4,0.1
-S.ECB.M.bur.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,13.5,normal,112.3,11.7,normal,140.4,11.4,lognormal,158.5,0.09
-S.ECB.M.bur.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,13.4,normal,116.0,10.4,normal,141.1,11.3,lognormal,176.5,0.1
-S.ECB.M.bur.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.7,normal,123.7,11.6,normal,153.0,11.0,normal,183.5,15.9
-S.ECB.M.bur.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,15.3,normal,125.4,11.4,normal,148.0,14.0,normal,196.1,23.6
-S.ECB.M.bur.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,10.8,normal,105.7,9.6,normal,123.3,9.4,normal,173.2,15.0
-S.ECB.M.bur.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,13.0,lognormal,109.4,0.11,normal,129.0,11.4,lognormal,162.8,0.11
-S.ECB.M.bur.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.8,12.3,normal,113.6,10.0,normal,132.1,10.2,lognormal,182.9,0.11
-S.ECB.M.bur.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,14.2,normal,121.6,11.4,lognormal,141.7,0.09,normal,189.4,19.4
-S.ECB.M.bur.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,16.9,normal,130.7,14.4,lognormal,170.0,0.09,normal,190.0,16.0
-S.ECB.M.bur.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,12.8,normal,112.4,10.9,lognormal,138.4,0.09,lognormal,172.5,0.11
-S.ECB.M.bur.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,14.5,normal,115.7,12.7,normal,149.9,12.3,normal,162.2,13.8
-S.ECB.M.bur.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,14.2,normal,119.4,11.5,normal,149.9,12.0,lognormal,179.2,0.1
-S.ECB.M.bur.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,15.7,normal,126.5,13.1,normal,160.7,11.8,normal,185.2,16.5
-S.ECB.M.bur.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,16.5,normal,128.1,12.7,normal,159.2,11.5,lognormal,189.9,0.1
-S.ECB.M.bur.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,11.7,lognormal,108.5,0.1,normal,130.1,10.5,lognormal,175.3,0.11
-S.ECB.M.bur.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.3,14.0,normal,112.5,11.7,normal,140.3,11.5,normal,160.4,14.3
-S.ECB.M.bur.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,12.9,normal,116.3,10.8,normal,141.2,11.5,lognormal,181.4,0.11
-S.ECB.M.bur.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.4,normal,123.8,11.8,normal,152.7,11.2,lognormal,187.0,0.1
-S.ECB.M.bur.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,18.6,lognormal,133.8,0.14,lognormal,155.6,0.13,lognormal,180.6,0.12
-S.ECB.M.bur.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.7,lognormal,125.8,0.14,lognormal,143.5,0.13,lognormal,163.2,0.11
-S.ECB.M.bur.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,17.5,lognormal,121.2,0.14,lognormal,137.8,0.13,normal,153.8,14.0
-S.ECB.M.bur.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.1,lognormal,128.0,0.14,lognormal,148.2,0.14,normal,170.0,18.1
-S.ECB.M.bur.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,18.9,normal,131.7,16.3,lognormal,153.2,0.13,normal,175.4,18.5
-S.ECB.M.bur.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.5,normal,135.5,17.8,lognormal,195.6,0.1,normal,202.9,17.6
-S.ECB.M.bur.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.0,normal,126.3,16.2,lognormal,173.1,0.08,normal,177.8,14.4
-S.ECB.M.bur.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,17.2,lognormal,122.4,0.15,normal,160.3,11.3,lognormal,164.0,0.08
-S.ECB.M.bur.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.4,lognormal,130.5,0.15,normal,182.0,14.4,normal,188.0,14.9
-S.ECB.M.bur.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.1,lognormal,133.3,0.14,normal,190.6,16.5,normal,196.6,15.3
-S.ECB.M.bur.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.2,lognormal,134.9,0.14,lognormal,193.4,0.1,normal,199.7,15.9
-S.ECB.M.bur.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,18.0,normal,126.0,16.3,normal,168.7,12.0,lognormal,172.8,0.08
-S.ECB.M.bur.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.5,lognormal,121.9,0.14,normal,156.4,11.4,normal,160.0,12.1
-S.ECB.M.bur.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.1,normal,129.7,17.1,lognormal,178.3,0.08,lognormal,182.5,0.08
-S.ECB.M.bur.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.8,lognormal,133.1,0.14,normal,186.1,14.6,normal,192.3,14.3
-S.ECB.M.bur.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,18.6,lognormal,133.8,0.14,lognormal,155.6,0.13,lognormal,180.6,0.12
-S.ECB.M.bur.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.7,lognormal,125.8,0.14,lognormal,143.5,0.13,lognormal,163.2,0.11
-S.ECB.M.bur.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,17.5,lognormal,121.2,0.14,lognormal,137.8,0.13,normal,153.8,14.0
-S.ECB.M.bur.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.1,lognormal,128.0,0.14,lognormal,148.2,0.14,normal,170.0,18.1
-S.ECB.M.bur.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,18.9,normal,131.7,16.3,lognormal,153.2,0.13,normal,175.4,18.5
-S.ECB.M.bur.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.5,normal,135.5,17.8,lognormal,195.6,0.1,normal,202.9,17.6
-S.ECB.M.bur.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.0,normal,126.3,16.2,lognormal,173.1,0.08,normal,177.8,14.4
-S.ECB.M.bur.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,17.2,lognormal,122.4,0.15,normal,160.3,11.3,lognormal,164.0,0.08
-S.ECB.M.bur.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.4,lognormal,130.5,0.15,normal,182.0,14.4,normal,188.0,14.9
-S.ECB.M.bur.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.1,lognormal,133.3,0.14,normal,190.6,16.5,normal,196.6,15.3
-S.ECB.M.bur.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.2,lognormal,134.9,0.14,lognormal,193.4,0.1,normal,199.7,15.9
-S.ECB.M.bur.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,18.0,normal,126.0,16.3,normal,168.7,12.0,lognormal,172.8,0.08
-S.ECB.M.bur.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.5,lognormal,121.9,0.14,normal,156.4,11.4,normal,160.0,12.1
-S.ECB.M.bur.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.1,normal,129.7,17.1,lognormal,178.3,0.08,lognormal,182.5,0.08
-S.ECB.M.bur.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.8,lognormal,133.1,0.14,normal,186.1,14.6,normal,192.3,14.3
-S.ECB.M.bur.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,19.4,lognormal,135.2,0.14,lognormal,185.6,0.08,lognormal,196.1,0.09
-S.ECB.M.bur.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.6,normal,123.5,14.4,normal,156.7,11.1,lognormal,172.6,0.1
-S.ECB.M.bur.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,16.9,lognormal,121.8,0.14,lognormal,164.9,0.1,lognormal,182.9,0.13
-S.ECB.M.bur.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.7,normal,128.3,15.9,lognormal,169.2,0.09,normal,181.9,17.8
-S.ECB.M.bur.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.5,lognormal,133.0,0.14,normal,178.5,13.2,lognormal,190.8,0.1
-S.ECB.M.bur.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,18.8,lognormal,135.1,0.14,normal,194.8,17.4,lognormal,204.0,0.1
-S.ECB.M.bur.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,17.2,normal,125.1,15.5,normal,172.7,15.9,normal,181.3,18.3
-S.ECB.M.bur.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,17.1,normal,121.7,15.8,lognormal,178.1,0.11,lognormal,191.6,0.12
-S.ECB.M.bur.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.3,lognormal,129.2,0.14,normal,181.3,16.4,lognormal,192.5,0.12
-S.ECB.M.bur.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.0,lognormal,133.0,0.14,normal,190.9,17.1,normal,198.8,17.7
-S.ECB.M.bur.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.7,lognormal,135.0,0.14,normal,191.5,16.6,normal,198.8,16.1
-S.ECB.M.bur.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,16.6,normal,124.1,14.7,lognormal,164.4,0.09,normal,175.2,17.3
-S.ECB.M.bur.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,17.1,lognormal,121.9,0.14,normal,172.4,16.6,normal,186.4,21.5
-S.ECB.M.bur.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,17.5,lognormal,128.9,0.14,normal,174.4,13.8,lognormal,184.1,0.1
-S.ECB.M.bur.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.6,lognormal,133.1,0.14,lognormal,186.0,0.09,lognormal,195.0,0.1
-S.ECB.M.bur.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.6,lognormal,135.1,0.14,normal,187.2,14.9,normal,198.2,17.4
-S.ECB.M.bur.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,16.5,normal,123.3,14.2,normal,157.9,11.3,normal,174.4,16.8
-S.ECB.M.bur.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,16.8,lognormal,121.8,0.14,lognormal,166.2,0.1,lognormal,184.4,0.13
-S.ECB.M.bur.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.7,lognormal,128.8,0.14,normal,170.5,13.6,normal,184.4,17.8
-S.ECB.M.bur.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,18.3,lognormal,133.3,0.14,lognormal,181.2,0.08,normal,192.8,17.0
-S.ECB.M.bur.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.1,lognormal,135.2,0.14,normal,195.5,16.9,lognormal,205.6,0.1
-S.ECB.M.bur.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,17.2,lognormal,125.9,0.14,normal,174.0,15.3,lognormal,184.8,0.12
-S.ECB.M.bur.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,17.2,lognormal,122.1,0.14,normal,178.7,17.9,normal,190.8,20.6
-S.ECB.M.bur.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,18.3,lognormal,129.8,0.14,lognormal,183.9,0.1,lognormal,192.9,0.11
-S.ECB.M.bur.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.6,lognormal,133.9,0.15,normal,191.3,16.8,normal,199.1,17.3
-S.ECB.M.bur.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.2,lognormal,135.0,0.14,lognormal,192.7,0.09,lognormal,201.3,0.09
-S.ECB.M.bur.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,16.8,lognormal,124.5,0.13,normal,165.2,13.4,normal,177.7,17.8
-S.ECB.M.bur.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,16.6,lognormal,121.8,0.14,normal,172.6,15.5,lognormal,191.1,0.14
-S.ECB.M.bur.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,17.8,lognormal,129.3,0.14,normal,176.1,13.6,lognormal,186.6,0.1
-S.ECB.M.bur.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,18.7,lognormal,133.0,0.14,normal,186.3,15.2,lognormal,197.8,0.11
-S.ECB.M.bur.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.0,lognormal,134.7,0.14,normal,183.4,14.9,normal,194.8,17.3
-S.ECB.M.bur.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,16.1,normal,122.2,13.8,normal,153.8,11.7,lognormal,171.8,0.1
-S.ECB.M.bur.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,16.5,lognormal,121.2,0.14,normal,161.8,13.7,lognormal,177.5,0.12
-S.ECB.M.bur.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.3,normal,127.3,15.2,normal,164.9,13.0,normal,178.8,16.0
-S.ECB.M.bur.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,18.9,lognormal,132.5,0.14,normal,176.7,13.4,lognormal,188.3,0.09
-S.ECB.M.bur.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,18.9,lognormal,134.5,0.14,normal,192.9,17.2,lognormal,201.9,0.1
-S.ECB.M.bur.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.9,normal,124.5,15.1,lognormal,169.4,0.11,normal,178.2,18.6
-S.ECB.M.bur.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,16.9,lognormal,122.1,0.15,lognormal,176.2,0.11,lognormal,189.8,0.13
-S.ECB.M.bur.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,17.8,normal,129.5,16.7,lognormal,177.8,0.09,lognormal,188.3,0.11
-S.ECB.M.bur.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,19.0,lognormal,133.2,0.14,lognormal,189.7,0.1,normal,197.8,18.6
-S.ECB.M.bur.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.2,lognormal,134.9,0.14,normal,188.0,16.1,lognormal,197.6,0.1
-S.ECB.M.bur.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,16.4,normal,123.6,14.3,normal,159.9,13.2,lognormal,173.5,0.11
-S.ECB.M.bur.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,17.1,lognormal,121.8,0.14,normal,169.9,16.6,normal,185.4,22.3
-S.ECB.M.bur.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.6,lognormal,128.8,0.14,lognormal,171.6,0.09,normal,180.7,16.4
-S.ECB.M.bur.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.0,normal,132.7,16.7,normal,180.6,13.8,lognormal,191.9,0.1
-S.ECB.M.bur.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.0,lognormal,134.7,0.14,normal,183.4,14.9,normal,194.8,17.3
-S.ECB.M.bur.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,16.1,normal,122.2,13.8,normal,153.8,11.7,lognormal,171.8,0.1
-S.ECB.M.bur.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,16.5,lognormal,121.2,0.14,normal,161.8,13.7,lognormal,177.5,0.12
-S.ECB.M.bur.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.3,normal,127.3,15.2,normal,164.9,13.0,normal,178.8,16.0
-S.ECB.M.bur.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,18.9,lognormal,132.5,0.14,normal,176.7,13.4,lognormal,188.3,0.09
-S.ECB.M.bur.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,18.9,lognormal,134.5,0.14,normal,192.9,17.2,lognormal,201.9,0.1
-S.ECB.M.bur.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.9,normal,124.5,15.1,lognormal,169.4,0.11,normal,178.2,18.6
-S.ECB.M.bur.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,16.9,lognormal,122.1,0.15,lognormal,176.2,0.11,lognormal,189.8,0.13
-S.ECB.M.bur.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,17.8,normal,129.5,16.7,lognormal,177.8,0.09,lognormal,188.3,0.11
-S.ECB.M.bur.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,19.0,lognormal,133.2,0.14,lognormal,189.7,0.1,normal,197.8,18.6
-S.ECB.M.bur.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.2,lognormal,134.9,0.14,normal,188.0,16.1,lognormal,197.6,0.1
-S.ECB.M.bur.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,16.4,normal,123.6,14.3,normal,159.9,13.2,lognormal,173.5,0.11
-S.ECB.M.bur.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,17.1,lognormal,121.8,0.14,normal,169.9,16.6,normal,185.4,22.3
-S.ECB.M.bur.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.6,lognormal,128.8,0.14,lognormal,171.6,0.09,normal,180.7,16.4
-S.ECB.M.bur.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.0,normal,132.7,16.7,normal,180.6,13.8,lognormal,191.9,0.1
-S.ECB.M.bur.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,18.6,lognormal,135.5,0.14,normal,180.1,12.6,normal,192.8,17.1
-S.ECB.M.bur.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,15.7,normal,121.4,13.4,normal,150.5,10.6,lognormal,169.6,0.1
-S.ECB.M.bur.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,16.1,lognormal,120.0,0.13,normal,158.7,12.7,lognormal,176.5,0.13
-S.ECB.M.bur.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,17.0,normal,126.9,14.7,normal,161.3,11.2,lognormal,176.0,0.09
-S.ECB.M.bur.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,18.3,normal,132.2,16.4,normal,173.4,12.5,lognormal,187.0,0.1
-S.ECB.M.bur.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.9,lognormal,135.2,0.14,lognormal,192.0,0.1,lognormal,200.0,0.1
-S.ECB.M.bur.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.6,lognormal,124.1,0.13,lognormal,164.8,0.09,normal,175.2,17.6
-S.ECB.M.bur.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,17.1,lognormal,122.3,0.14,normal,175.2,18.6,normal,187.8,22.3
-S.ECB.M.bur.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,17.5,lognormal,129.2,0.14,normal,175.2,14.3,lognormal,183.4,0.1
-S.ECB.M.bur.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,18.9,lognormal,132.8,0.14,lognormal,185.4,0.09,normal,192.9,17.4
-S.ECB.M.bur.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.0,lognormal,134.9,0.14,normal,187.5,16.8,normal,194.2,16.6
-S.ECB.M.bur.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,16.1,normal,122.7,13.9,normal,155.5,11.3,normal,170.5,16.5
-S.ECB.M.bur.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,16.8,normal,120.8,15.0,lognormal,167.0,0.1,normal,181.0,21.3
-S.ECB.M.bur.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.4,normal,128.0,15.5,normal,167.8,13.5,lognormal,179.4,0.1
-S.ECB.M.bur.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,18.4,lognormal,133.1,0.14,normal,177.8,12.6,normal,188.2,16.8
-S.ECB.M.bur.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,19.2,normal,134.5,16.8,normal,181.2,12.9,normal,194.5,16.4
-S.ECB.M.bur.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,15.4,normal,121.5,13.3,normal,151.6,11.0,lognormal,171.7,0.1
-S.ECB.M.bur.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,16.4,normal,120.4,14.8,normal,159.2,12.9,normal,177.4,20.3
-S.ECB.M.bur.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,17.0,normal,126.9,14.8,normal,161.8,11.1,lognormal,179.4,0.1
-S.ECB.M.bur.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.4,normal,131.5,16.2,normal,174.9,11.7,normal,189.0,16.8
-S.ECB.M.bur.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,18.4,lognormal,134.6,0.14,normal,193.6,16.7,normal,201.2,17.6
-S.ECB.M.bur.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,16.6,normal,123.7,14.4,lognormal,165.3,0.09,lognormal,176.5,0.11
-S.ECB.M.bur.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,17.0,lognormal,121.5,0.14,normal,176.1,17.6,lognormal,192.1,0.14
-S.ECB.M.bur.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.0,normal,129.4,16.6,normal,175.6,13.4,lognormal,186.1,0.11
-S.ECB.M.bur.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,18.7,lognormal,133.4,0.14,lognormal,187.1,0.09,normal,195.3,17.8
-S.ECB.M.bur.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.9,lognormal,135.0,0.14,normal,188.5,15.7,normal,196.2,16.2
-S.ECB.M.bur.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,16.0,normal,122.7,13.8,normal,156.4,10.8,normal,172.4,16.9
-S.ECB.M.bur.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,16.4,lognormal,121.5,0.14,lognormal,167.0,0.1,lognormal,183.7,0.14
-S.ECB.M.bur.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.3,normal,127.7,15.3,normal,169.6,13.7,normal,179.9,15.5
-S.ECB.M.bur.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,18.6,normal,132.2,16.4,normal,180.0,13.2,normal,190.4,17.1
-S.ECB.M.bur.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.4,lognormal,135.5,0.14,lognormal,200.4,0.12,normal,210.1,18.1
-S.ECB.M.bur.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.1,lognormal,126.6,0.14,normal,186.1,19.7,normal,200.6,21.3
-S.ECB.M.bur.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,17.2,lognormal,122.9,0.15,lognormal,180.6,0.12,normal,192.7,20.5
-S.ECB.M.bur.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.2,lognormal,129.9,0.14,lognormal,192.4,0.11,normal,203.0,17.6
-S.ECB.M.bur.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,19.0,lognormal,133.4,0.14,lognormal,196.2,0.11,lognormal,207.3,0.09
-S.ECB.M.bur.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.3,lognormal,135.8,0.15,lognormal,204.8,0.12,normal,214.0,18.6
-S.ECB.M.bur.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,17.7,lognormal,127.0,0.15,lognormal,190.1,0.11,lognormal,204.2,0.11
-S.ECB.M.bur.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.4,lognormal,122.6,0.15,lognormal,186.0,0.12,lognormal,198.1,0.12
-S.ECB.M.bur.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.3,lognormal,129.9,0.14,lognormal,195.1,0.11,lognormal,206.6,0.1
-S.ECB.M.bur.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.8,lognormal,133.6,0.15,lognormal,200.0,0.12,normal,212.6,19.9
-S.ECB.M.bur.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.4,lognormal,135.0,0.14,lognormal,204.1,0.12,normal,214.8,19.5
-S.ECB.M.bur.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,18.1,lognormal,126.8,0.15,normal,190.0,20.0,lognormal,202.5,0.11
-S.ECB.M.bur.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,17.7,normal,121.7,15.7,lognormal,184.0,0.11,lognormal,193.7,0.1
-S.ECB.M.bur.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.2,lognormal,130.3,0.15,lognormal,194.2,0.11,lognormal,207.6,0.11
-S.ECB.M.bur.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,19.5,lognormal,133.7,0.14,lognormal,200.8,0.12,lognormal,214.9,0.11
-S.ECB.M.bur.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.4,lognormal,135.5,0.14,lognormal,200.4,0.12,normal,210.1,18.1
-S.ECB.M.bur.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.1,lognormal,126.6,0.14,normal,186.1,19.7,normal,200.6,21.3
-S.ECB.M.bur.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,17.2,lognormal,122.9,0.15,lognormal,180.6,0.12,normal,192.7,20.5
-S.ECB.M.bur.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.2,lognormal,129.9,0.14,lognormal,192.4,0.11,normal,203.0,17.6
-S.ECB.M.bur.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,19.0,lognormal,133.4,0.14,lognormal,196.2,0.11,lognormal,207.3,0.09
-S.ECB.M.bur.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.3,lognormal,135.8,0.15,lognormal,204.8,0.12,normal,214.0,18.6
-S.ECB.M.bur.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,17.7,lognormal,127.0,0.15,lognormal,190.1,0.11,lognormal,204.2,0.11
-S.ECB.M.bur.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.4,lognormal,122.6,0.15,lognormal,186.0,0.12,lognormal,198.1,0.12
-S.ECB.M.bur.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,18.3,lognormal,129.9,0.14,lognormal,195.1,0.11,lognormal,206.6,0.1
-S.ECB.M.bur.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.8,lognormal,133.6,0.15,lognormal,200.0,0.12,normal,212.6,19.9
-S.ECB.M.bur.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.4,lognormal,135.0,0.14,lognormal,204.1,0.12,normal,214.8,19.5
-S.ECB.M.bur.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,18.1,lognormal,126.8,0.15,normal,190.0,20.0,lognormal,202.5,0.11
-S.ECB.M.bur.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,17.7,normal,121.7,15.7,lognormal,184.0,0.11,lognormal,193.7,0.1
-S.ECB.M.bur.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.2,lognormal,130.3,0.15,lognormal,194.2,0.11,lognormal,207.6,0.11
-S.ECB.M.bur.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,19.5,lognormal,133.7,0.14,lognormal,200.8,0.12,lognormal,214.9,0.11
-S.ECB.M.spm.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.9,normal,115.7,11.3,normal,136.3,8.9,lognormal,186.1,0.1
-S.ECB.M.spm.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,9.5,normal,95.5,8.2,normal,111.1,7.8,lognormal,166.5,0.1
-S.ECB.M.spm.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.5,10.2,normal,97.6,9.1,lognormal,119.9,0.09,lognormal,159.9,0.1
-S.ECB.M.spm.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,11.0,normal,103.3,8.8,lognormal,120.5,0.07,normal,173.9,15.3
-S.ECB.M.spm.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,12.8,normal,111.5,10.3,normal,129.7,8.4,normal,183.4,18.1
-S.ECB.M.spm.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,15.1,normal,119.6,13.2,lognormal,150.2,0.07,lognormal,191.2,0.1
-S.ECB.M.spm.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,10.3,normal,100.1,8.8,lognormal,121.2,0.08,lognormal,169.6,0.1
-S.ECB.M.spm.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,11.3,normal,102.5,10.2,normal,139.3,13.9,normal,161.6,13.2
-S.ECB.M.spm.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.2,normal,107.8,9.9,normal,130.1,9.1,normal,176.3,15.4
-S.ECB.M.spm.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,14.2,normal,114.9,11.5,normal,142.7,10.3,lognormal,185.6,0.1
-S.ECB.M.spm.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,14.3,normal,117.4,12.1,lognormal,143.3,0.07,lognormal,187.9,0.09
-S.ECB.M.spm.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,9.9,normal,97.7,8.4,normal,115.1,7.9,lognormal,169.4,0.1
-S.ECB.M.spm.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,11.0,lognormal,100.1,0.1,lognormal,128.0,0.09,normal,158.0,12.6
-S.ECB.M.spm.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.4,normal,105.6,9.3,normal,124.4,8.0,lognormal,176.4,0.1
-S.ECB.M.spm.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,13.2,normal,112.9,10.7,normal,135.3,8.7,lognormal,184.5,0.1
-S.ECB.M.spm.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,14.0,normal,115.7,11.3,normal,135.8,8.5,lognormal,189.0,0.11
-S.ECB.M.spm.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.4,9.6,normal,95.7,8.2,normal,111.2,7.8,lognormal,166.5,0.1
-S.ECB.M.spm.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.5,10.3,normal,97.7,9.0,normal,119.8,9.7,lognormal,161.7,0.1
-S.ECB.M.spm.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,10.8,normal,103.2,8.6,lognormal,120.6,0.07,normal,176.1,16.0
-S.ECB.M.spm.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,12.7,normal,111.4,10.2,normal,129.5,8.3,lognormal,184.3,0.1
-S.ECB.M.spm.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.1,normal,119.2,13.0,lognormal,150.0,0.07,lognormal,193.3,0.1
-S.ECB.M.spm.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,10.5,normal,100.3,8.8,lognormal,121.1,0.08,normal,171.7,15.3
-S.ECB.M.spm.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,11.6,normal,102.5,10.3,normal,139.2,13.8,normal,163.3,13.6
-S.ECB.M.spm.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.0,normal,107.7,9.7,normal,130.4,9.2,lognormal,180.1,0.1
-S.ECB.M.spm.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,14.0,normal,114.6,11.3,normal,142.5,10.2,lognormal,189.2,0.1
-S.ECB.M.spm.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,14.2,normal,117.6,12.2,lognormal,143.4,0.07,normal,191.4,16.6
-S.ECB.M.spm.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,9.9,normal,97.7,8.5,normal,115.0,7.9,lognormal,172.6,0.1
-S.ECB.M.spm.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,10.8,lognormal,100.0,0.1,lognormal,128.0,0.09,normal,160.4,13.7
-S.ECB.M.spm.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.3,normal,105.6,9.4,normal,124.5,7.7,lognormal,179.5,0.1
-S.ECB.M.spm.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,13.5,normal,112.9,10.5,normal,135.6,8.9,lognormal,187.6,0.1
-S.ECB.M.spm.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,14.7,normal,118.5,12.8,normal,141.9,11.3,normal,189.0,19.8
-S.ECB.M.spm.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,10.5,lognormal,99.9,0.1,lognormal,117.9,0.09,lognormal,170.0,0.1
-S.ECB.M.spm.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.9,11.6,normal,101.7,10.5,normal,124.7,10.5,lognormal,160.0,0.1
-S.ECB.M.spm.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,12.0,normal,107.0,10.0,normal,125.9,9.2,normal,176.8,15.6
-S.ECB.M.spm.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,13.7,normal,114.1,11.3,lognormal,135.7,0.08,normal,184.8,17.4
-S.ECB.M.spm.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,16.0,normal,121.1,14.4,normal,160.2,12.5,lognormal,190.1,0.09
-S.ECB.M.spm.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.3,11.8,normal,104.3,9.9,lognormal,130.7,0.1,lognormal,169.3,0.1
-S.ECB.M.spm.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.4,13.0,normal,106.2,12.0,lognormal,146.7,0.1,lognormal,161.2,0.09
-S.ECB.M.spm.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,13.0,normal,111.0,11.4,lognormal,141.7,0.1,lognormal,177.7,0.1
-S.ECB.M.spm.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,14.7,normal,117.7,13.3,normal,153.4,12.9,normal,186.0,18.1
-S.ECB.M.spm.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,15.6,normal,119.8,13.7,normal,152.5,12.1,lognormal,188.9,0.1
-S.ECB.M.spm.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,11.0,normal,102.2,9.7,normal,123.2,10.4,normal,169.6,15.2
-S.ECB.M.spm.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,12.4,normal,104.0,11.1,lognormal,136.1,0.1,lognormal,158.6,0.09
-S.ECB.M.spm.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.8,normal,109.4,10.9,lognormal,133.8,0.09,normal,176.5,15.2
-S.ECB.M.spm.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,14.1,normal,116.1,12.3,lognormal,145.8,0.09,normal,184.2,16.3
-S.ECB.M.spm.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,14.8,normal,118.5,12.7,normal,141.5,11.3,lognormal,192.4,0.12
-S.ECB.M.spm.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,10.6,lognormal,100.1,0.1,lognormal,117.8,0.09,lognormal,171.6,0.1
-S.ECB.M.spm.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,11.8,normal,101.7,10.4,normal,124.6,10.6,normal,162.5,15.9
-S.ECB.M.spm.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,11.8,normal,107.1,9.9,normal,126.1,9.1,normal,178.5,16.1
-S.ECB.M.spm.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,13.8,normal,114.4,11.5,lognormal,136.1,0.08,normal,187.8,19.3
-S.ECB.M.spm.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,16.1,normal,121.4,14.7,normal,160.1,12.6,lognormal,192.7,0.1
-S.ECB.M.spm.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,11.8,normal,104.4,10.1,lognormal,131.0,0.1,lognormal,172.9,0.1
-S.ECB.M.spm.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,13.1,normal,105.9,11.7,normal,146.5,13.4,normal,161.9,13.1
-S.ECB.M.spm.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,13.1,normal,111.3,11.1,lognormal,142.5,0.1,normal,178.6,16.1
-S.ECB.M.spm.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,14.7,normal,117.7,13.3,normal,153.7,12.9,lognormal,188.4,0.1
-S.ECB.M.spm.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,15.8,normal,120.0,13.6,normal,152.4,11.6,lognormal,192.9,0.11
-S.ECB.M.spm.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,11.0,normal,102.1,9.7,normal,123.4,10.5,normal,173.7,17.0
-S.ECB.M.spm.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,12.2,normal,104.1,11.2,normal,136.3,12.5,normal,159.9,12.8
-S.ECB.M.spm.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,12.5,normal,109.3,10.8,normal,133.5,11.1,lognormal,180.7,0.1
-S.ECB.M.spm.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.8,normal,115.9,12.2,lognormal,145.8,0.09,normal,187.6,17.1
-S.ECB.M.spm.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,15.8,normal,120.6,13.9,normal,147.7,13.3,normal,191.0,20.4
-S.ECB.M.spm.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,10.8,normal,103.7,9.7,normal,123.3,9.4,normal,172.5,16.5
-S.ECB.M.spm.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,12.6,normal,105.3,11.4,lognormal,128.8,0.09,lognormal,160.3,0.11
-S.ECB.M.spm.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,12.2,normal,110.5,11.0,normal,132.0,10.2,normal,178.9,16.3
-S.ECB.M.spm.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,14.3,normal,117.0,12.6,normal,142.6,12.7,normal,185.8,17.4
-S.ECB.M.spm.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,16.6,lognormal,122.6,0.14,lognormal,170.0,0.09,normal,188.4,16.7
-S.ECB.M.spm.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,12.4,normal,108.5,11.1,lognormal,138.3,0.09,normal,169.6,16.4
-S.ECB.M.spm.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,14.2,lognormal,109.1,0.13,normal,149.7,12.4,normal,160.2,13.1
-S.ECB.M.spm.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,14.0,normal,114.3,12.7,normal,150.1,12.1,lognormal,176.7,0.1
-S.ECB.M.spm.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.9,normal,119.7,14.9,normal,160.6,12.0,normal,183.1,16.5
-S.ECB.M.spm.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,15.7,normal,121.6,14.9,normal,159.1,11.2,lognormal,189.3,0.11
-S.ECB.M.spm.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.6,normal,105.5,10.2,lognormal,130.0,0.09,lognormal,170.7,0.1
-S.ECB.M.spm.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,13.3,normal,107.5,12.7,normal,139.9,11.1,normal,158.6,14.0
-S.ECB.M.spm.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.3,normal,112.5,11.8,normal,141.1,11.3,lognormal,176.3,0.1
-S.ECB.M.spm.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,15.1,normal,118.6,13.7,normal,152.8,11.2,lognormal,184.9,0.1
-S.ECB.M.spm.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,15.8,normal,120.6,13.9,normal,147.8,13.7,normal,194.1,21.1
-S.ECB.M.spm.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,10.8,normal,103.6,9.7,normal,123.4,9.4,normal,173.9,15.2
-S.ECB.M.spm.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,12.8,lognormal,105.8,0.12,normal,129.0,11.5,lognormal,162.6,0.11
-S.ECB.M.spm.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.9,12.2,normal,110.6,10.8,normal,132.5,10.6,normal,181.7,16.8
-S.ECB.M.spm.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,14.1,normal,116.9,12.4,lognormal,142.7,0.1,normal,189.5,19.4
-S.ECB.M.spm.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,16.9,normal,122.5,15.7,lognormal,169.7,0.09,lognormal,191.6,0.1
-S.ECB.M.spm.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,12.5,normal,108.3,11.5,lognormal,138.6,0.09,lognormal,172.8,0.11
-S.ECB.M.spm.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,14.0,normal,109.1,13.4,normal,150.1,12.0,lognormal,162.3,0.09
-S.ECB.M.spm.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.3,normal,114.4,12.7,normal,150.6,12.5,normal,178.6,16.1
-S.ECB.M.spm.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.9,normal,119.8,14.8,normal,160.3,11.9,normal,186.2,16.8
-S.ECB.M.spm.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,16.1,normal,121.7,14.8,normal,159.3,11.4,normal,193.5,20.5
-S.ECB.M.spm.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.2,normal,105.8,10.6,lognormal,130.3,0.09,lognormal,174.1,0.1
-S.ECB.M.spm.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,13.5,normal,107.6,12.7,lognormal,140.4,0.09,normal,160.3,14.4
-S.ECB.M.spm.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.3,normal,112.4,11.6,normal,141.0,11.1,lognormal,181.1,0.11
-S.ECB.M.spm.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,15.0,normal,118.3,13.5,normal,152.9,11.5,lognormal,187.3,0.1
-S.ECB.M.spm.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.8,lognormal,124.0,0.15,lognormal,155.5,0.13,lognormal,181.1,0.12
-S.ECB.M.spm.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,16.8,lognormal,115.7,0.15,lognormal,143.4,0.13,lognormal,163.3,0.11
-S.ECB.M.spm.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,16.4,lognormal,111.7,0.15,lognormal,137.8,0.13,lognormal,154.0,0.1
-S.ECB.M.spm.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.2,lognormal,118.4,0.14,lognormal,149.1,0.14,normal,169.8,17.9
-S.ECB.M.spm.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.5,lognormal,121.7,0.14,lognormal,153.1,0.13,normal,175.2,18.7
-S.ECB.M.spm.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.8,lognormal,123.9,0.15,lognormal,195.6,0.1,normal,202.9,17.6
-S.ECB.M.spm.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,17.2,lognormal,115.7,0.15,lognormal,173.4,0.08,lognormal,177.6,0.08
-S.ECB.M.spm.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,16.5,lognormal,111.5,0.15,normal,160.3,11.4,lognormal,164.1,0.08
-S.ECB.M.spm.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.4,lognormal,119.2,0.15,normal,182.0,14.3,lognormal,188.0,0.08
-S.ECB.M.spm.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,18.0,lognormal,122.0,0.15,lognormal,190.6,0.09,lognormal,197.6,0.09
-S.ECB.M.spm.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,17.9,lognormal,123.6,0.15,lognormal,193.4,0.1,normal,199.7,16.1
-S.ECB.M.spm.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.0,0.18,lognormal,115.5,0.15,normal,168.9,12.1,lognormal,173.5,0.08
-S.ECB.M.spm.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,16.5,lognormal,111.8,0.15,normal,156.2,11.1,normal,159.9,11.9
-S.ECB.M.spm.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,17.4,lognormal,118.8,0.15,lognormal,178.2,0.08,lognormal,182.7,0.08
-S.ECB.M.spm.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.7,lognormal,121.4,0.14,normal,185.7,14.7,normal,192.9,15.5
-S.ECB.M.spm.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,18.1,lognormal,123.8,0.15,normal,155.7,18.4,lognormal,180.5,0.12
-S.ECB.M.spm.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,17.0,lognormal,115.4,0.14,lognormal,144.3,0.13,lognormal,164.1,0.11
-S.ECB.M.spm.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,16.3,normal,111.2,14.6,lognormal,137.4,0.13,normal,155.1,14.9
-S.ECB.M.spm.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.4,lognormal,118.6,0.14,lognormal,148.4,0.14,normal,169.9,18.0
-S.ECB.M.spm.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,17.8,normal,121.6,15.9,lognormal,152.5,0.13,normal,178.1,20.5
-S.ECB.M.spm.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.9,lognormal,124.0,0.15,normal,196.3,17.3,lognormal,203.7,0.09
-S.ECB.M.spm.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,16.9,lognormal,115.3,0.14,normal,174.1,13.6,normal,178.7,14.4
-S.ECB.M.spm.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.5,lognormal,111.8,0.15,normal,160.6,11.0,lognormal,164.5,0.08
-S.ECB.M.spm.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,17.3,lognormal,119.2,0.15,normal,183.3,14.7,normal,189.0,14.9
-S.ECB.M.spm.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.8,lognormal,121.6,0.14,normal,190.7,17.0,normal,196.6,15.1
-S.ECB.M.spm.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.7,lognormal,123.4,0.14,normal,193.3,17.4,normal,199.1,15.0
-S.ECB.M.spm.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,16.9,lognormal,115.7,0.15,normal,169.0,11.9,normal,173.4,12.3
-S.ECB.M.spm.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.2,lognormal,111.6,0.15,normal,156.5,11.3,normal,160.8,12.4
-S.ECB.M.spm.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.1,lognormal,119.0,0.15,lognormal,178.4,0.08,lognormal,184.2,0.08
-S.ECB.M.spm.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.9,lognormal,121.8,0.15,normal,188.3,16.6,normal,194.6,14.9
-S.ECB.M.spm.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,18.1,lognormal,124.0,0.15,lognormal,185.6,0.08,normal,197.0,17.5
-S.ECB.M.spm.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,16.0,lognormal,115.1,0.14,normal,156.8,11.2,normal,172.9,16.5
-S.ECB.M.spm.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,16.0,lognormal,111.6,0.15,lognormal,164.8,0.1,lognormal,186.1,0.15
-S.ECB.M.spm.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.8,lognormal,118.6,0.15,lognormal,169.7,0.09,lognormal,182.4,0.1
-S.ECB.M.spm.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.4,lognormal,121.9,0.15,normal,179.4,13.5,lognormal,191.0,0.1
-S.ECB.M.spm.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.7,lognormal,123.8,0.15,normal,196.0,17.2,normal,204.4,16.8
-S.ECB.M.spm.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,16.4,lognormal,115.8,0.15,normal,172.3,15.7,normal,180.2,17.7
-S.ECB.M.spm.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,15.9,lognormal,111.2,0.14,lognormal,177.7,0.11,lognormal,192.5,0.13
-S.ECB.M.spm.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.3,lognormal,119.0,0.15,normal,181.0,16.4,lognormal,192.8,0.12
-S.ECB.M.spm.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.8,lognormal,121.9,0.15,lognormal,190.8,0.1,lognormal,198.1,0.1
-S.ECB.M.spm.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.5,lognormal,123.7,0.14,normal,191.5,17.2,normal,198.4,16.4
-S.ECB.M.spm.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,16.3,lognormal,115.4,0.14,normal,164.5,14.7,normal,175.0,17.3
-S.ECB.M.spm.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.2,normal,111.4,14.5,normal,172.9,17.3,lognormal,187.5,0.13
-S.ECB.M.spm.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.0,lognormal,118.8,0.15,normal,174.4,13.8,lognormal,184.2,0.1
-S.ECB.M.spm.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.8,lognormal,122.1,0.15,normal,187.2,18.4,normal,197.6,20.6
-S.ECB.M.spm.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.8,lognormal,124.0,0.15,normal,187.7,15.3,lognormal,198.8,0.1
-S.ECB.M.spm.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,15.8,lognormal,115.0,0.14,normal,157.6,11.4,normal,175.2,17.1
-S.ECB.M.spm.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,15.9,lognormal,111.4,0.14,normal,165.8,14.7,lognormal,183.5,0.13
-S.ECB.M.spm.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,16.8,lognormal,118.5,0.14,lognormal,169.9,0.08,lognormal,183.9,0.1
-S.ECB.M.spm.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.8,lognormal,121.9,0.15,normal,179.5,12.4,normal,192.2,17.0
-S.ECB.M.spm.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.7,lognormal,123.8,0.15,normal,197.6,17.7,lognormal,207.0,0.1
-S.ECB.M.spm.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,16.7,lognormal,115.1,0.14,normal,173.5,14.5,lognormal,184.3,0.11
-S.ECB.M.spm.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.0,lognormal,111.7,0.15,lognormal,178.6,0.11,normal,190.6,20.4
-S.ECB.M.spm.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,17.2,lognormal,118.8,0.15,lognormal,184.5,0.1,normal,192.8,19.3
-S.ECB.M.spm.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.6,lognormal,121.8,0.15,normal,191.3,16.9,normal,199.0,17.3
-S.ECB.M.spm.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,18.0,lognormal,123.9,0.15,lognormal,192.8,0.09,normal,202.6,18.3
-S.ECB.M.spm.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,16.1,lognormal,115.0,0.14,normal,164.7,13.1,lognormal,178.2,0.11
-S.ECB.M.spm.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,16.0,lognormal,111.9,0.15,normal,173.0,15.4,lognormal,189.5,0.13
-S.ECB.M.spm.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,16.8,lognormal,118.7,0.15,normal,176.3,13.6,lognormal,185.5,0.1
-S.ECB.M.spm.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,18.1,lognormal,122.0,0.14,lognormal,187.7,0.1,lognormal,198.0,0.11
-S.ECB.M.spm.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,18.0,normal,123.3,16.3,lognormal,183.3,0.09,normal,194.8,17.5
-S.ECB.M.spm.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,15.7,lognormal,114.6,0.14,normal,153.8,11.8,lognormal,170.8,0.1
-S.ECB.M.spm.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,16.0,normal,111.2,14.5,lognormal,162.6,0.1,normal,177.6,19.9
-S.ECB.M.spm.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,17.2,lognormal,118.7,0.15,normal,165.7,13.3,lognormal,180.1,0.1
-S.ECB.M.spm.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.8,normal,121.3,15.7,normal,176.6,13.1,lognormal,188.0,0.09
-S.ECB.M.spm.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,18.0,lognormal,123.8,0.15,lognormal,192.7,0.09,normal,201.1,17.8
-S.ECB.M.spm.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,16.5,normal,115.3,15.2,lognormal,168.8,0.1,lognormal,178.2,0.11
-S.ECB.M.spm.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.2,normal,111.2,14.5,normal,174.9,16.9,lognormal,188.3,0.12
-S.ECB.M.spm.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.8,lognormal,118.8,0.15,normal,177.3,15.3,lognormal,189.9,0.12
-S.ECB.M.spm.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.4,lognormal,121.6,0.15,normal,188.1,16.9,lognormal,196.7,0.1
-S.ECB.M.spm.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.6,lognormal,123.8,0.15,normal,188.9,17.0,normal,195.8,16.9
-S.ECB.M.spm.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,15.9,lognormal,115.1,0.14,lognormal,159.1,0.08,lognormal,172.8,0.11
-S.ECB.M.spm.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.2,lognormal,111.8,0.15,lognormal,168.6,0.1,lognormal,184.5,0.14
-S.ECB.M.spm.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.7,normal,118.5,15.8,normal,171.6,14.8,lognormal,182.9,0.11
-S.ECB.M.spm.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.7,lognormal,121.9,0.15,normal,181.1,14.1,normal,191.9,17.3
-S.ECB.M.spm.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,17.8,lognormal,123.8,0.14,lognormal,184.1,0.08,lognormal,198.2,0.1
-S.ECB.M.spm.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,15.5,lognormal,114.6,0.14,normal,154.7,11.4,lognormal,174.6,0.1
-S.ECB.M.spm.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,15.9,lognormal,111.4,0.14,lognormal,162.7,0.09,normal,179.8,20.1
-S.ECB.M.spm.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,16.6,lognormal,118.4,0.15,normal,166.5,13.2,lognormal,182.6,0.1
-S.ECB.M.spm.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.6,lognormal,121.5,0.14,normal,177.3,12.9,normal,191.3,16.7
-S.ECB.M.spm.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.8,lognormal,123.5,0.14,lognormal,194.2,0.09,lognormal,203.7,0.1
-S.ECB.M.spm.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.2,lognormal,115.4,0.14,lognormal,170.6,0.1,normal,179.8,17.9
-S.ECB.M.spm.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.0,lognormal,111.7,0.15,normal,177.9,18.2,normal,191.3,22.1
-S.ECB.M.spm.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,16.8,lognormal,119.0,0.15,normal,179.6,14.8,normal,189.5,18.6
-S.ECB.M.spm.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.7,lognormal,122.1,0.15,lognormal,189.9,0.1,normal,197.4,17.9
-S.ECB.M.spm.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,lognormal,123.8,0.15,lognormal,190.4,0.09,normal,199.3,17.4
-S.ECB.M.spm.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.2,normal,115.3,15.1,normal,160.0,12.4,normal,175.1,16.9
-S.ECB.M.spm.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.3,lognormal,111.4,0.14,lognormal,170.1,0.1,lognormal,186.7,0.14
-S.ECB.M.spm.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,16.7,lognormal,118.5,0.15,normal,171.5,13.4,lognormal,184.3,0.11
-S.ECB.M.spm.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.4,lognormal,121.5,0.14,lognormal,183.1,0.08,normal,193.0,17.2
-S.ECB.M.spm.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.7,lognormal,123.8,0.15,normal,180.2,12.7,lognormal,192.6,0.09
-S.ECB.M.spm.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,15.7,normal,113.9,14.0,normal,151.0,10.6,lognormal,169.2,0.1
-S.ECB.M.spm.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,15.9,lognormal,111.5,0.15,normal,158.2,13.0,lognormal,175.9,0.13
-S.ECB.M.spm.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,16.6,lognormal,118.2,0.14,normal,160.9,11.0,normal,178.0,16.1
-S.ECB.M.spm.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.4,lognormal,122.0,0.15,normal,173.2,11.4,lognormal,185.9,0.09
-S.ECB.M.spm.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.5,lognormal,123.6,0.14,lognormal,191.1,0.09,lognormal,199.4,0.1
-S.ECB.M.spm.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,16.2,lognormal,115.3,0.14,normal,164.6,14.6,normal,174.2,17.1
-S.ECB.M.spm.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,16.3,normal,111.3,14.6,normal,174.2,18.1,normal,188.2,23.0
-S.ECB.M.spm.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.9,lognormal,118.6,0.15,normal,174.6,14.1,lognormal,185.3,0.11
-S.ECB.M.spm.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.7,lognormal,121.8,0.14,lognormal,185.0,0.09,lognormal,193.3,0.1
-S.ECB.M.spm.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.8,lognormal,124.1,0.15,normal,185.9,15.0,normal,192.7,15.3
-S.ECB.M.spm.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,16.0,lognormal,114.9,0.14,normal,155.9,11.3,lognormal,169.3,0.1
-S.ECB.M.spm.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,16.1,lognormal,111.7,0.15,lognormal,166.2,0.1,normal,180.3,20.9
-S.ECB.M.spm.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.1,lognormal,118.2,0.14,lognormal,168.6,0.09,normal,178.4,15.6
-S.ECB.M.spm.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.4,lognormal,121.8,0.15,normal,178.1,13.0,lognormal,189.6,0.1
-S.ECB.M.spm.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,17.9,lognormal,123.9,0.14,normal,180.1,12.1,normal,193.3,15.4
-S.ECB.M.spm.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,15.3,normal,114.0,14.4,normal,151.0,10.8,lognormal,172.2,0.1
-S.ECB.M.spm.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.1,15.5,lognormal,111.1,0.14,normal,158.9,12.9,lognormal,178.4,0.13
-S.ECB.M.spm.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,16.8,lognormal,117.9,0.14,normal,161.6,10.7,normal,178.9,15.5
-S.ECB.M.spm.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.2,lognormal,122.0,0.15,normal,174.1,11.6,lognormal,189.1,0.1
-S.ECB.M.spm.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,17.2,lognormal,123.9,0.15,normal,193.6,17.3,lognormal,200.9,0.1
-S.ECB.M.spm.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,15.9,lognormal,115.3,0.14,normal,166.0,14.6,lognormal,177.0,0.11
-S.ECB.M.spm.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.2,lognormal,111.8,0.15,normal,175.5,17.5,lognormal,190.9,0.14
-S.ECB.M.spm.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.8,lognormal,118.7,0.15,normal,176.1,13.9,lognormal,186.4,0.11
-S.ECB.M.spm.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.5,lognormal,121.9,0.15,normal,187.4,15.5,normal,194.8,17.1
-S.ECB.M.spm.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,17.4,lognormal,124.0,0.15,normal,186.7,14.6,normal,194.9,16.1
-S.ECB.M.spm.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,15.6,lognormal,114.7,0.14,normal,156.1,10.7,normal,173.1,17.0
-S.ECB.M.spm.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,15.6,normal,111.0,14.5,lognormal,167.7,0.1,lognormal,183.8,0.13
-S.ECB.M.spm.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.8,lognormal,118.8,0.15,normal,169.2,13.5,normal,180.5,16.0
-S.ECB.M.spm.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.5,normal,121.4,15.8,normal,178.8,12.0,lognormal,189.6,0.1
-S.ECB.M.spm.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,18.0,lognormal,123.9,0.15,lognormal,200.2,0.12,normal,210.2,18.2
-S.ECB.M.spm.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,17.2,normal,115.1,15.0,lognormal,186.4,0.11,normal,200.4,21.1
-S.ECB.M.spm.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,16.2,normal,111.2,14.6,lognormal,180.6,0.12,lognormal,192.4,0.11
-S.ECB.M.spm.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.2,lognormal,118.9,0.15,lognormal,189.9,0.11,lognormal,204.6,0.11
-S.ECB.M.spm.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,18.0,normal,121.8,15.9,normal,195.6,19.3,normal,207.0,17.9
-S.ECB.M.spm.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.7,lognormal,123.8,0.15,lognormal,204.8,0.12,normal,214.0,18.6
-S.ECB.M.spm.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,16.9,lognormal,115.6,0.15,lognormal,190.1,0.11,lognormal,204.2,0.11
-S.ECB.M.spm.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.6,lognormal,112.0,0.15,lognormal,185.7,0.12,lognormal,198.0,0.12
-S.ECB.M.spm.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.2,lognormal,119.0,0.15,lognormal,195.3,0.12,lognormal,206.7,0.1
-S.ECB.M.spm.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,17.6,lognormal,121.2,0.15,lognormal,199.6,0.12,normal,211.2,19.3
-S.ECB.M.spm.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.9,lognormal,123.7,0.15,lognormal,204.5,0.12,lognormal,215.5,0.1
-S.ECB.M.spm.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,16.8,lognormal,115.2,0.14,lognormal,190.2,0.11,lognormal,203.1,0.11
-S.ECB.M.spm.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,16.7,lognormal,112.0,0.15,lognormal,183.9,0.11,lognormal,193.7,0.1
-S.ECB.M.spm.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,17.2,lognormal,118.8,0.15,lognormal,194.2,0.11,lognormal,207.6,0.11
-S.ECB.M.spm.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,18.0,lognormal,122.0,0.15,lognormal,200.8,0.12,lognormal,214.9,0.11
-S.ECB.M.spm.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,17.5,lognormal,123.5,0.15,lognormal,201.1,0.11,normal,210.8,18.1
-S.ECB.M.spm.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.1,0.18,lognormal,115.9,0.15,lognormal,187.3,0.12,lognormal,200.9,0.11
-S.ECB.M.spm.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.2,lognormal,111.8,0.15,lognormal,180.7,0.11,lognormal,194.1,0.11
-S.ECB.M.spm.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,17.5,lognormal,118.7,0.15,lognormal,193.3,0.12,normal,204.7,19.2
-S.ECB.M.spm.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,18.0,lognormal,122.1,0.15,lognormal,196.2,0.11,normal,210.3,19.4
-S.ECB.M.spm.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,18.0,lognormal,123.6,0.15,normal,203.6,21.3,lognormal,214.4,0.09
-S.ECB.M.spm.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,17.0,lognormal,116.0,0.15,lognormal,192.3,0.11,normal,204.0,19.7
-S.ECB.M.spm.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.5,normal,111.3,14.5,lognormal,186.0,0.11,lognormal,196.6,0.1
-S.ECB.M.spm.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,17.4,lognormal,119.2,0.15,lognormal,196.8,0.12,lognormal,207.7,0.1
-S.ECB.M.spm.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.6,lognormal,121.5,0.14,lognormal,202.8,0.13,lognormal,215.6,0.11
-S.ECB.M.spm.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.5,lognormal,123.2,0.14,lognormal,204.2,0.11,normal,213.0,18.0
-S.ECB.M.spm.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,16.7,lognormal,115.1,0.14,lognormal,192.3,0.12,normal,205.3,21.2
-S.ECB.M.spm.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.4,lognormal,111.6,0.15,normal,184.3,18.5,lognormal,196.4,0.11
-S.ECB.M.spm.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,17.2,lognormal,118.7,0.15,lognormal,197.7,0.12,lognormal,209.7,0.11
-S.ECB.M.spm.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.7,lognormal,122.0,0.15,lognormal,200.8,0.11,normal,210.1,17.4
-S.ERB.H.bur.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.1,normal,106.7,13.3,normal,137.5,10.5,normal,195.2,16.7
-S.ERB.H.bur.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.2,10.2,normal,93.3,8.7,normal,114.7,7.4,normal,177.7,15.6
-S.ERB.H.bur.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.5,10.9,normal,94.1,9.8,normal,123.0,10.0,normal,178.7,15.4
-S.ERB.H.bur.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,11.9,normal,99.5,10.7,normal,123.1,7.6,lognormal,186.4,0.1
-S.ERB.H.bur.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,14.1,normal,104.4,12.5,normal,132.3,9.2,normal,190.0,16.2
-S.ERB.H.bur.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,15.7,normal,107.7,14.1,normal,156.1,10.7,normal,156.2,10.7
-S.ERB.H.bur.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.9,11.2,normal,96.7,9.9,lognormal,128.4,0.08,lognormal,128.5,0.08
-S.ERB.H.bur.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,12.4,normal,97.3,11.5,lognormal,146.1,0.09,lognormal,146.2,0.09
-S.ERB.H.bur.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,13.3,lognormal,102.1,0.13,normal,138.8,10.0,normal,138.9,9.8
-S.ERB.H.bur.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,15.0,lognormal,105.9,0.14,normal,150.7,10.9,normal,150.8,10.9
-S.ERB.H.bur.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,15.4,lognormal,107.5,0.14,normal,149.3,9.8,normal,239.6,20.9
-S.ERB.H.bur.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.7,10.6,normal,95.0,9.2,lognormal,121.3,0.08,normal,206.9,14.3
-S.ERB.H.bur.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.8,11.7,normal,95.7,10.5,lognormal,136.9,0.09,lognormal,202.3,0.07
-S.ERB.H.bur.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,12.6,normal,100.9,11.4,normal,130.7,9.2,lognormal,213.8,0.08
-S.ERB.H.bur.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,14.7,normal,105.5,13.3,lognormal,141.8,0.07,normal,220.8,14.7
-S.ERB.H.bur.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.1,normal,107.0,13.7,normal,137.2,10.3,normal,195.6,17.4
-S.ERB.H.bur.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.3,10.2,normal,93.4,8.7,normal,114.7,7.4,normal,177.6,15.9
-S.ERB.H.bur.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.5,11.0,normal,94.2,9.8,normal,123.0,10.0,lognormal,179.2,0.09
-S.ERB.H.bur.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,12.0,normal,99.5,10.5,normal,123.3,7.8,lognormal,185.2,0.1
-S.ERB.H.bur.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,14.0,normal,104.6,12.7,normal,131.7,9.1,normal,190.7,17.6
-S.ERB.H.bur.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.0,15.7,lognormal,107.7,0.14,normal,157.0,9.6,normal,157.1,9.6
-S.ERB.H.bur.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.9,11.2,normal,96.6,9.9,lognormal,128.6,0.08,lognormal,128.7,0.08
-S.ERB.H.bur.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,12.3,normal,97.2,11.5,normal,148.4,12.0,lognormal,148.5,0.09
-S.ERB.H.bur.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,13.1,normal,102.2,12.1,lognormal,139.4,0.08,lognormal,139.5,0.08
-S.ERB.H.bur.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,15.0,normal,105.7,13.5,lognormal,151.5,0.07,lognormal,151.6,0.07
-S.ERB.H.bur.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.2,lognormal,107.4,0.14,normal,150.1,9.6,lognormal,235.0,0.09
-S.ERB.H.bur.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.6,10.9,normal,95.1,9.0,lognormal,121.4,0.08,normal,206.6,14.8
-S.ERB.H.bur.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.7,11.7,normal,95.9,10.7,normal,138.1,12.4,normal,203.4,14.1
-S.ERB.H.bur.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,12.5,normal,100.8,11.3,normal,130.7,9.2,normal,211.4,14.1
-S.ERB.H.bur.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,14.7,normal,105.2,13.1,lognormal,142.2,0.07,normal,219.7,14.9
-S.ERB.H.bur.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,15.8,lognormal,107.5,0.14,normal,141.3,12.6,normal,198.4,18.4
-S.ERB.H.bur.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,11.4,normal,96.2,10.1,normal,121.4,9.8,normal,180.1,15.4
-S.ERB.H.bur.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.5,12.3,normal,96.6,11.3,normal,126.6,10.9,lognormal,180.3,0.09
-S.ERB.H.bur.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,13.2,normal,101.7,12.0,lognormal,128.8,0.08,lognormal,189.1,0.1
-S.ERB.H.bur.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,14.9,lognormal,105.9,0.14,normal,136.1,10.8,normal,195.8,18.1
-S.ERB.H.bur.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,15.9,lognormal,107.9,0.15,normal,161.6,13.4,lognormal,161.8,0.09
-S.ERB.H.bur.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.0,12.5,normal,99.0,11.4,normal,139.6,13.4,lognormal,139.8,0.1
-S.ERB.H.bur.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.3,13.6,lognormal,98.8,0.14,normal,148.5,12.6,lognormal,148.6,0.09
-S.ERB.H.bur.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,14.1,normal,103.1,12.8,lognormal,149.4,0.1,lognormal,149.5,0.1
-S.ERB.H.bur.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,15.4,normal,106.0,13.8,lognormal,157.6,0.09,lognormal,157.7,0.09
-S.ERB.H.bur.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,15.8,lognormal,107.8,0.15,normal,156.0,12.0,normal,235.6,18.7
-S.ERB.H.bur.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.1,11.9,normal,97.8,10.6,normal,130.1,11.6,normal,207.3,13.7
-S.ERB.H.bur.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.4,12.8,normal,97.8,11.9,normal,142.6,11.9,lognormal,203.3,0.07
-S.ERB.H.bur.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,13.8,normal,102.3,12.5,lognormal,140.2,0.09,normal,211.2,12.5
-S.ERB.H.bur.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,15.3,lognormal,106.2,0.14,normal,150.8,12.1,normal,228.6,18.1
-S.ERB.H.bur.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,15.4,normal,107.1,13.9,normal,141.5,12.6,normal,199.7,19.0
-S.ERB.H.bur.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.8,11.3,normal,96.2,9.9,normal,121.1,9.7,normal,180.3,15.1
-S.ERB.H.bur.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.7,12.5,normal,96.7,11.4,normal,126.9,11.1,normal,179.9,15.7
-S.ERB.H.bur.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.4,13.2,normal,101.4,11.9,lognormal,129.0,0.08,normal,188.4,16.9
-S.ERB.H.bur.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,14.7,normal,105.4,13.2,lognormal,136.9,0.09,normal,194.9,18.0
-S.ERB.H.bur.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.3,15.8,lognormal,107.7,0.15,lognormal,166.7,0.09,lognormal,166.8,0.09
-S.ERB.H.bur.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.0,12.5,normal,99.1,11.4,lognormal,141.1,0.11,lognormal,141.2,0.11
-S.ERB.H.bur.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.3,13.7,lognormal,98.8,0.14,lognormal,151.4,0.08,lognormal,151.5,0.08
-S.ERB.H.bur.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,14.2,normal,103.3,13.1,normal,151.3,13.7,lognormal,151.5,0.1
-S.ERB.H.bur.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,15.4,lognormal,106.7,0.15,normal,159.6,12.4,lognormal,159.7,0.08
-S.ERB.H.bur.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,15.8,lognormal,107.8,0.15,normal,157.9,11.9,normal,230.6,19.0
-S.ERB.H.bur.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,11.9,normal,97.8,10.8,lognormal,130.8,0.1,normal,208.2,14.3
-S.ERB.H.bur.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.6,12.9,normal,97.9,11.9,normal,144.0,11.8,lognormal,203.8,0.07
-S.ERB.H.bur.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.2,13.8,normal,102.4,12.5,normal,141.4,12.7,normal,215.1,14.5
-S.ERB.H.bur.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,15.2,lognormal,106.0,0.14,normal,152.1,11.8,lognormal,230.0,0.09
-S.ERB.H.bur.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.6,lognormal,107.7,0.14,lognormal,145.1,0.11,normal,200.5,17.5
-S.ERB.H.bur.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,90.8,12.0,normal,98.7,11.1,normal,125.8,9.3,lognormal,182.8,0.09
-S.ERB.H.bur.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,13.3,normal,98.4,12.3,normal,130.2,12.4,lognormal,181.4,0.1
-S.ERB.H.bur.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,13.8,normal,103.1,12.7,lognormal,133.5,0.09,normal,191.0,17.5
-S.ERB.H.bur.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,normal,106.6,14.0,lognormal,140.8,0.1,normal,198.4,17.2
-S.ERB.H.bur.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.1,lognormal,108.0,0.14,lognormal,165.7,0.1,lognormal,165.8,0.1
-S.ERB.H.bur.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,13.6,normal,101.0,12.6,lognormal,145.4,0.09,lognormal,145.5,0.09
-S.ERB.H.bur.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,14.3,lognormal,100.0,0.15,lognormal,149.1,0.09,lognormal,149.2,0.09
-S.ERB.H.bur.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,14.9,lognormal,104.2,0.14,normal,153.4,12.0,lognormal,153.5,0.08
-S.ERB.H.bur.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.9,lognormal,106.7,0.15,lognormal,161.5,0.09,lognormal,161.6,0.09
-S.ERB.H.bur.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.2,lognormal,108.3,0.15,normal,160.7,13.1,lognormal,250.0,0.12
-S.ERB.H.bur.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.6,12.5,normal,99.8,11.7,normal,136.5,10.9,normal,207.6,12.5
-S.ERB.H.bur.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.8,lognormal,99.3,0.14,lognormal,144.3,0.08,normal,204.1,14.5
-S.ERB.H.bur.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,14.7,lognormal,103.5,0.14,normal,146.7,11.3,lognormal,222.4,0.09
-S.ERB.H.bur.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,lognormal,106.8,0.15,lognormal,155.7,0.08,normal,225.2,16.3
-S.ERB.H.bur.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.8,lognormal,107.7,0.14,lognormal,144.7,0.11,normal,200.4,15.9
-S.ERB.H.bur.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.0,11.9,normal,98.8,11.0,normal,125.7,9.5,normal,181.1,14.1
-S.ERB.H.bur.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,13.3,lognormal,98.7,0.14,normal,130.6,12.6,normal,180.2,15.5
-S.ERB.H.bur.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,13.9,normal,103.0,12.7,lognormal,133.9,0.09,normal,189.3,16.2
-S.ERB.H.bur.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,15.2,normal,105.9,13.8,lognormal,140.8,0.1,normal,197.1,16.6
-S.ERB.H.bur.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.9,lognormal,108.1,0.15,normal,170.4,13.9,lognormal,170.5,0.09
-S.ERB.H.bur.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,13.6,normal,101.1,12.6,lognormal,147.6,0.09,lognormal,147.7,0.09
-S.ERB.H.bur.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,14.3,lognormal,100.1,0.15,normal,152.5,12.1,lognormal,152.6,0.08
-S.ERB.H.bur.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,15.0,lognormal,104.3,0.14,normal,156.2,11.5,lognormal,156.3,0.08
-S.ERB.H.bur.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,lognormal,106.8,0.15,lognormal,166.1,0.09,lognormal,166.2,0.09
-S.ERB.H.bur.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.2,15.8,lognormal,107.8,0.15,lognormal,164.3,0.08,normal,248.3,24.3
-S.ERB.H.bur.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,12.7,normal,99.9,11.8,normal,136.9,10.9,normal,209.0,14.6
-S.ERB.H.bur.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.9,14.0,normal,99.5,13.1,normal,146.2,10.5,lognormal,205.5,0.08
-S.ERB.H.bur.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,14.4,lognormal,103.8,0.14,normal,148.3,11.6,normal,217.0,15.8
-S.ERB.H.bur.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.5,normal,106.2,13.9,normal,157.6,11.2,normal,247.4,26.7
-S.ERB.H.bur.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,15.9,lognormal,107.9,0.15,lognormal,148.7,0.13,normal,202.7,20.6
-S.ERB.H.bur.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.5,lognormal,102.9,0.15,lognormal,139.3,0.12,normal,188.4,18.4
-S.ERB.H.bur.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.4,lognormal,100.3,0.15,lognormal,134.5,0.12,lognormal,181.1,0.1
-S.ERB.H.bur.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,16.0,lognormal,104.9,0.15,lognormal,142.8,0.12,normal,194.3,18.5
-S.ERB.H.bur.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.8,normal,106.1,13.9,lognormal,146.5,0.13,normal,198.5,20.4
-S.ERB.H.bur.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,107.8,0.15,lognormal,168.1,0.11,lognormal,168.2,0.11
-S.ERB.H.bur.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.8,lognormal,103.0,0.15,lognormal,158.1,0.11,lognormal,158.2,0.11
-S.ERB.H.bur.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.5,lognormal,100.4,0.15,normal,150.3,13.5,lognormal,150.4,0.1
-S.ERB.H.bur.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.6,lognormal,104.6,0.15,lognormal,161.5,0.11,lognormal,161.6,0.11
-S.ERB.H.bur.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,lognormal,106.8,0.15,normal,165.2,16.1,normal,165.3,15.9
-S.ERB.H.bur.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.9,lognormal,108.0,0.15,lognormal,168.7,0.12,normal,249.1,22.2
-S.ERB.H.bur.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.8,lognormal,103.0,0.15,normal,155.9,14.1,normal,217.5,14.6
-S.ERB.H.bur.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,100.1,0.15,normal,148.3,12.2,normal,206.7,14.5
-S.ERB.H.bur.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.6,lognormal,104.9,0.15,normal,160.5,14.9,normal,230.7,18.7
-S.ERB.H.bur.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.1,lognormal,106.9,0.15,normal,164.8,15.7,normal,248.2,24.7
-S.ERB.H.bur.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.2,lognormal,108.2,0.15,lognormal,148.8,0.13,normal,201.1,19.9
-S.ERB.H.bur.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.5,lognormal,102.7,0.15,lognormal,139.6,0.13,normal,188.9,19.0
-S.ERB.H.bur.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.4,lognormal,100.2,0.15,lognormal,134.5,0.12,normal,182.5,17.8
-S.ERB.H.bur.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.7,lognormal,104.7,0.15,lognormal,143.6,0.13,normal,194.8,18.8
-S.ERB.H.bur.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.8,lognormal,106.6,0.15,lognormal,147.2,0.13,normal,199.8,21.8
-S.ERB.H.bur.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,16.1,lognormal,108.1,0.15,lognormal,175.1,0.1,lognormal,175.2,0.1
-S.ERB.H.bur.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,15.8,lognormal,103.1,0.15,normal,161.2,12.8,lognormal,161.4,0.08
-S.ERB.H.bur.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.5,lognormal,100.4,0.15,normal,153.9,12.2,lognormal,154.0,0.08
-S.ERB.H.bur.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.5,lognormal,104.8,0.15,lognormal,166.9,0.09,lognormal,167.0,0.09
-S.ERB.H.bur.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,16.2,lognormal,106.9,0.15,lognormal,171.7,0.1,lognormal,171.8,0.1
-S.ERB.H.bur.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.3,lognormal,108.0,0.15,lognormal,173.6,0.1,normal,249.1,22.3
-S.ERB.H.bur.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.5,lognormal,102.9,0.15,normal,159.5,12.0,normal,223.0,17.9
-S.ERB.H.bur.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.5,lognormal,100.6,0.15,lognormal,150.9,0.08,normal,207.0,13.9
-S.ERB.H.bur.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,16.0,lognormal,104.8,0.15,normal,164.8,13.2,lognormal,224.3,0.08
-S.ERB.H.bur.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,15.6,lognormal,106.8,0.15,lognormal,170.0,0.09,lognormal,250.0,0.12
-S.ERB.H.bur.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,107.8,0.15,lognormal,169.1,0.12,lognormal,250.0,0.09
-S.ERB.H.bur.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,102.9,0.15,normal,157.9,15.3,normal,248.4,24.2
-S.ERB.H.bur.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.3,15.1,lognormal,100.1,0.15,lognormal,158.5,0.13,normal,225.2,18.1
-S.ERB.H.bur.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.6,lognormal,104.6,0.15,lognormal,162.6,0.11,lognormal,235.0,0.08
-S.ERB.H.bur.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.8,16.1,lognormal,106.8,0.15,lognormal,166.7,0.11,normal,249.6,21.1
-S.ERB.H.bur.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,107.8,0.15,lognormal,168.2,0.11,lognormal,168.3,0.11
-S.ERB.H.bur.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.6,lognormal,102.8,0.15,lognormal,160.2,0.11,lognormal,160.3,0.11
-S.ERB.H.bur.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.5,0.15,lognormal,156.7,0.12,lognormal,156.8,0.12
-S.ERB.H.bur.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.7,lognormal,104.9,0.15,normal,164.1,17.7,normal,164.2,17.6
-S.ERB.H.bur.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.1,lognormal,106.8,0.15,lognormal,166.8,0.12,normal,166.9,18.3
-S.ERB.H.bur.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,15.9,lognormal,108.2,0.15,lognormal,168.5,0.11,lognormal,168.6,0.11
-S.ERB.H.bur.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,102.8,0.15,lognormal,160.2,0.11,lognormal,160.3,0.11
-S.ERB.H.bur.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.1,0.15,lognormal,157.4,0.12,lognormal,250.0,0.06
-S.ERB.H.bur.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.8,lognormal,104.7,0.15,lognormal,163.1,0.11,lognormal,163.2,0.11
-S.ERB.H.bur.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.8,lognormal,107.0,0.15,normal,166.7,17.4,lognormal,167.0,0.11
-S.ERB.H.bur.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,108.1,0.15,lognormal,175.9,0.11,lognormal,250.0,0.09
-S.ERB.H.bur.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.5,lognormal,102.9,0.15,lognormal,162.9,0.09,lognormal,250.0,0.12
-S.ERB.H.bur.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.3,0.15,normal,163.5,16.1,normal,225.1,17.1
-S.ERB.H.bur.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,15.4,lognormal,104.9,0.15,normal,169.8,16.2,normal,249.4,21.7
-S.ERB.H.bur.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.5,lognormal,106.6,0.15,lognormal,174.8,0.11,normal,249.1,22.4
-S.ERB.H.bur.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.2,lognormal,108.1,0.15,lognormal,176.4,0.11,lognormal,176.5,0.11
-S.ERB.H.bur.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.4,lognormal,102.6,0.15,lognormal,169.0,0.11,lognormal,169.1,0.12
-S.ERB.H.bur.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.3,lognormal,100.3,0.15,normal,164.9,17.5,lognormal,165.2,0.12
-S.ERB.H.bur.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,16.0,lognormal,104.7,0.15,lognormal,173.3,0.11,lognormal,173.4,0.11
-S.ERB.H.bur.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.0,lognormal,106.7,0.15,lognormal,175.0,0.11,lognormal,175.1,0.11
-S.ERB.H.bur.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.2,lognormal,107.9,0.15,lognormal,177.8,0.11,lognormal,177.9,0.11
-S.ERB.H.bur.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.4,lognormal,103.0,0.15,lognormal,166.2,0.1,lognormal,250.0,0.06
-S.ERB.H.bur.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.4,0.15,lognormal,163.6,0.11,lognormal,250.0,0.06
-S.ERB.H.bur.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,15.6,lognormal,104.6,0.15,lognormal,170.7,0.11,lognormal,170.8,0.11
-S.ERB.H.bur.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.9,lognormal,106.9,0.15,lognormal,174.7,0.11,lognormal,174.8,0.11
-S.ERB.H.bur.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.1,lognormal,108.0,0.15,lognormal,168.2,0.11,normal,250.0,20.0
-S.ERB.H.bur.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.6,lognormal,103.0,0.15,normal,154.8,13.7,normal,222.6,14.4
-S.ERB.H.bur.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,15.2,lognormal,100.2,0.15,lognormal,156.2,0.12,normal,225.2,16.0
-S.ERB.H.bur.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.7,lognormal,104.7,0.15,normal,160.9,14.7,normal,249.5,21.3
-S.ERB.H.bur.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,16.1,lognormal,106.9,0.15,lognormal,166.7,0.11,normal,249.4,21.7
-S.ERB.H.bur.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.2,lognormal,108.1,0.15,lognormal,168.3,0.11,lognormal,168.4,0.11
-S.ERB.H.bur.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.4,normal,102.6,13.7,lognormal,160.4,0.11,lognormal,160.5,0.11
-S.ERB.H.bur.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.4,lognormal,100.6,0.15,normal,156.1,16.4,normal,156.2,16.2
-S.ERB.H.bur.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.8,lognormal,104.7,0.15,lognormal,164.0,0.12,lognormal,164.1,0.12
-S.ERB.H.bur.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.9,lognormal,106.8,0.15,lognormal,166.5,0.12,normal,166.6,17.9
-S.ERB.H.bur.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.0,lognormal,108.0,0.15,lognormal,167.9,0.11,lognormal,168.0,0.11
-S.ERB.H.bur.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,102.5,0.15,normal,157.8,15.5,normal,157.9,15.2
-S.ERB.H.bur.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.1,lognormal,100.3,0.15,lognormal,157.8,0.12,lognormal,250.0,0.06
-S.ERB.H.bur.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.7,lognormal,104.9,0.15,lognormal,163.6,0.11,lognormal,163.7,0.12
-S.ERB.H.bur.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,16.1,lognormal,107.0,0.15,lognormal,166.3,0.12,normal,166.4,18.2
-S.ERB.H.bur.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,108.0,0.15,normal,175.3,16.9,lognormal,250.0,0.1
-S.ERB.H.bur.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.4,lognormal,102.9,0.15,normal,158.2,12.7,normal,235.4,19.2
-S.ERB.H.bur.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,15.1,lognormal,100.3,0.15,lognormal,163.1,0.1,normal,234.1,21.6
-S.ERB.H.bur.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.8,lognormal,104.7,0.15,lognormal,165.9,0.09,normal,248.8,23.2
-S.ERB.H.bur.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,16.1,normal,106.3,13.9,lognormal,174.3,0.11,lognormal,250.0,0.1
-S.ERB.H.bur.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.1,lognormal,108.3,0.15,lognormal,176.4,0.11,lognormal,176.5,0.11
-S.ERB.H.bur.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,102.9,0.15,lognormal,168.3,0.11,lognormal,168.4,0.11
-S.ERB.H.bur.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,100.3,0.15,lognormal,164.2,0.11,lognormal,164.3,0.11
-S.ERB.H.bur.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,15.5,lognormal,104.7,0.15,lognormal,171.3,0.11,lognormal,171.4,0.11
-S.ERB.H.bur.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.7,16.0,lognormal,107.4,0.15,lognormal,174.5,0.11,lognormal,174.6,0.11
-S.ERB.H.bur.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,107.9,0.15,lognormal,178.1,0.12,lognormal,178.2,0.11
-S.ERB.H.bur.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,102.8,0.15,lognormal,164.4,0.1,lognormal,164.5,0.1
-S.ERB.H.bur.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.1,lognormal,100.5,0.15,lognormal,164.9,0.11,lognormal,250.0,0.06
-S.ERB.H.bur.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,16.2,lognormal,104.8,0.15,lognormal,170.3,0.1,normal,170.4,17.4
-S.ERB.H.bur.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.7,lognormal,106.6,0.15,lognormal,174.3,0.11,lognormal,174.4,0.11
-S.ERB.H.bur.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.9,lognormal,108.0,0.15,lognormal,168.6,0.11,lognormal,250.0,0.09
-S.ERB.H.bur.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,102.8,0.15,normal,152.6,12.3,normal,220.4,13.0
-S.ERB.H.bur.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,15.0,lognormal,100.3,0.15,lognormal,156.9,0.11,normal,238.2,23.7
-S.ERB.H.bur.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.9,lognormal,104.8,0.15,normal,160.6,14.9,normal,248.1,24.8
-S.ERB.H.bur.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,lognormal,106.7,0.15,normal,165.3,16.1,normal,249.6,21.1
-S.ERB.H.bur.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,16.2,lognormal,108.2,0.15,lognormal,168.8,0.12,lognormal,168.9,0.12
-S.ERB.H.bur.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.3,lognormal,103.0,0.15,lognormal,159.9,0.11,lognormal,160.0,0.11
-S.ERB.H.bur.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.2,lognormal,100.4,0.15,normal,156.8,16.4,lognormal,157.1,0.11
-S.ERB.H.bur.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,15.5,lognormal,104.7,0.15,normal,163.2,16.9,normal,163.3,16.9
-S.ERB.H.bur.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.8,lognormal,106.8,0.15,normal,165.4,16.4,normal,165.5,16.8
-S.ERB.H.bur.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,16.0,lognormal,108.0,0.15,lognormal,167.9,0.11,lognormal,250.0,0.06
-S.ERB.H.bur.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.1,lognormal,102.5,0.15,normal,157.0,15.2,lognormal,250.0,0.06
-S.ERB.H.bur.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.0,lognormal,100.1,0.15,normal,156.2,16.3,lognormal,250.0,0.06
-S.ERB.H.bur.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.7,lognormal,104.8,0.15,normal,162.8,16.5,normal,162.9,16.4
-S.ERB.H.bur.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,15.7,lognormal,106.6,0.15,lognormal,166.6,0.11,lognormal,166.7,0.11
-S.ERB.H.bur.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.9,lognormal,108.0,0.15,lognormal,175.4,0.1,lognormal,250.0,0.08
-S.ERB.H.bur.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.2,lognormal,102.6,0.15,normal,154.9,10.8,lognormal,230.0,0.08
-S.ERB.H.bur.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.3,0.15,lognormal,161.6,0.1,normal,224.1,16.5
-S.ERB.H.bur.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,15.7,lognormal,104.7,0.15,lognormal,164.9,0.09,lognormal,250.0,0.11
-S.ERB.H.bur.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.7,lognormal,106.7,0.15,normal,172.1,15.4,lognormal,250.0,0.1
-S.ERB.H.bur.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,16.0,lognormal,108.2,0.15,lognormal,177.5,0.11,lognormal,177.6,0.11
-S.ERB.H.bur.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.5,lognormal,102.9,0.15,lognormal,167.2,0.11,lognormal,167.3,0.11
-S.ERB.H.bur.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.2,lognormal,100.2,0.15,lognormal,163.8,0.11,lognormal,163.9,0.11
-S.ERB.H.bur.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,15.8,lognormal,105.0,0.15,normal,170.6,16.6,normal,170.7,17.1
-S.ERB.H.bur.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,15.8,normal,106.2,13.9,lognormal,174.7,0.11,lognormal,174.8,0.11
-S.ERB.H.bur.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,107.9,0.15,lognormal,177.5,0.11,normal,177.6,18.4
-S.ERB.H.bur.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.3,lognormal,102.7,0.15,normal,160.6,13.0,lognormal,160.7,0.09
-S.ERB.H.bur.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.5,lognormal,100.6,0.15,lognormal,164.9,0.11,lognormal,250.0,0.06
-S.ERB.H.bur.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.7,lognormal,104.9,0.15,lognormal,169.3,0.1,lognormal,250.0,0.06
-S.ERB.H.bur.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,16.0,lognormal,107.0,0.15,lognormal,173.9,0.1,lognormal,174.0,0.1
-S.ERB.H.bur.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,15.9,lognormal,107.9,0.15,lognormal,168.4,0.11,normal,249.6,20.9
-S.ERB.H.bur.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.6,lognormal,102.8,0.15,lognormal,161.3,0.12,lognormal,250.0,0.13
-S.ERB.H.bur.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,100.4,0.15,lognormal,157.8,0.13,normal,234.7,20.5
-S.ERB.H.bur.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.9,lognormal,105.0,0.15,lognormal,163.5,0.12,normal,249.1,22.4
-S.ERB.H.bur.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.1,lognormal,106.4,0.14,lognormal,165.7,0.11,lognormal,250.0,0.09
-S.ERB.H.bur.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,15.9,lognormal,108.0,0.15,lognormal,169.3,0.12,lognormal,169.4,0.12
-S.ERB.H.bur.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.7,lognormal,103.0,0.15,normal,160.1,16.9,lognormal,160.3,0.11
-S.ERB.H.bur.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.4,lognormal,100.3,0.15,normal,156.8,16.6,normal,156.9,16.4
-S.ERB.H.bur.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.8,15.8,lognormal,105.0,0.15,lognormal,163.2,0.11,lognormal,163.3,0.11
-S.ERB.H.bur.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,16.1,lognormal,106.7,0.15,normal,166.4,17.3,lognormal,166.8,0.11
-S.ERB.H.bur.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,16.0,lognormal,107.9,0.15,lognormal,169.5,0.12,lognormal,169.6,0.12
-S.ERB.H.bur.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.3,lognormal,102.7,0.15,lognormal,160.5,0.12,lognormal,160.6,0.11
-S.ERB.H.bur.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.4,lognormal,100.3,0.15,lognormal,157.6,0.12,lognormal,250.0,0.06
-S.ERB.H.bur.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.9,lognormal,104.6,0.15,lognormal,163.4,0.12,lognormal,163.5,0.12
-S.ERB.H.bur.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.0,normal,106.1,13.8,lognormal,166.5,0.11,lognormal,166.6,0.11
-S.ERB.H.bur.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,15.9,lognormal,107.8,0.14,lognormal,176.8,0.11,normal,249.6,21.0
-S.ERB.H.bur.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.4,lognormal,102.6,0.15,lognormal,166.9,0.11,normal,248.7,23.4
-S.ERB.H.bur.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.4,lognormal,100.6,0.15,lognormal,163.2,0.11,normal,231.0,18.3
-S.ERB.H.bur.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,15.7,lognormal,104.7,0.15,lognormal,171.0,0.11,normal,248.8,23.0
-S.ERB.H.bur.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,15.8,lognormal,106.9,0.15,lognormal,175.1,0.12,lognormal,250.0,0.09
-S.ERB.H.bur.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,15.9,lognormal,108.3,0.15,lognormal,176.7,0.11,lognormal,176.8,0.11
-S.ERB.H.bur.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.6,lognormal,102.9,0.15,lognormal,168.8,0.11,lognormal,168.9,0.11
-S.ERB.H.bur.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.5,lognormal,100.4,0.15,lognormal,164.9,0.11,normal,165.0,17.5
-S.ERB.H.bur.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.8,lognormal,104.9,0.15,lognormal,170.9,0.11,normal,171.0,17.4
-S.ERB.H.bur.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.2,lognormal,107.3,0.15,normal,173.7,17.0,normal,173.8,17.6
-S.ERB.H.bur.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,16.1,lognormal,108.2,0.15,lognormal,177.4,0.11,lognormal,177.5,0.11
-S.ERB.H.bur.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.6,lognormal,102.8,0.15,lognormal,168.7,0.11,lognormal,168.8,0.12
-S.ERB.H.bur.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.5,lognormal,100.4,0.15,lognormal,164.9,0.12,lognormal,250.0,0.06
-S.ERB.H.bur.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.7,15.7,lognormal,104.8,0.15,normal,170.3,16.6,lognormal,170.5,0.11
-S.ERB.H.bur.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,98.6,16.1,lognormal,107.0,0.15,lognormal,175.7,0.11,lognormal,175.8,0.11
-S.ERB.H.spm.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.0,lognormal,100.0,0.15,lognormal,137.6,0.08,normal,195.4,17.0
-S.ERB.H.spm.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,84.8,10.5,normal,90.5,9.7,normal,114.8,7.5,normal,177.8,15.7
-S.ERB.H.spm.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,84.5,11.5,normal,90.4,11.1,normal,123.0,10.1,lognormal,178.8,0.09
-S.ERB.H.spm.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,12.4,normal,95.0,12.0,normal,123.2,7.7,lognormal,185.7,0.1
-S.ERB.H.spm.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,14.3,lognormal,98.7,0.15,normal,131.9,9.2,normal,190.5,16.6
-S.ERB.H.spm.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,15.5,lognormal,100.1,0.16,normal,155.4,10.6,normal,155.5,10.5
-S.ERB.H.spm.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.0,11.7,normal,92.8,11.2,lognormal,128.3,0.08,lognormal,128.4,0.08
-S.ERB.H.spm.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.4,12.7,normal,92.0,12.4,lognormal,145.9,0.09,lognormal,146.0,0.09
-S.ERB.H.spm.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.7,lognormal,96.4,0.15,normal,139.0,10.0,normal,139.1,10.0
-S.ERB.H.spm.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,14.8,lognormal,98.7,0.15,normal,150.4,10.6,normal,150.5,10.7
-S.ERB.H.spm.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,15.4,lognormal,100.3,0.15,normal,149.2,9.5,lognormal,250.0,0.13
-S.ERB.H.spm.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.0,11.2,normal,91.7,10.5,lognormal,121.5,0.08,normal,205.7,14.5
-S.ERB.H.spm.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,85.7,12.1,normal,91.3,11.8,normal,136.7,11.6,normal,202.5,12.5
-S.ERB.H.spm.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.2,13.0,normal,96.0,12.4,normal,130.7,9.2,normal,212.9,13.0
-S.ERB.H.spm.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,14.6,lognormal,98.7,0.15,lognormal,142.1,0.07,normal,221.4,15.8
-S.ERB.H.spm.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.1,lognormal,100.0,0.15,normal,137.4,10.5,normal,195.8,17.2
-S.ERB.H.spm.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,84.8,10.6,normal,90.6,9.7,normal,114.6,7.3,normal,177.9,15.2
-S.ERB.H.spm.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,84.5,11.5,normal,90.3,11.0,normal,123.1,10.2,normal,178.3,15.0
-S.ERB.H.spm.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,12.5,normal,95.0,12.0,normal,123.2,7.9,lognormal,185.8,0.1
-S.ERB.H.spm.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,14.2,lognormal,98.4,0.15,normal,132.4,9.5,normal,191.8,17.4
-S.ERB.H.spm.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.5,lognormal,100.5,0.15,normal,156.9,9.6,normal,157.0,10.3
-S.ERB.H.spm.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,11.8,normal,92.8,11.3,lognormal,128.6,0.08,lognormal,128.7,0.08
-S.ERB.H.spm.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.4,12.7,normal,92.1,12.5,normal,148.3,11.9,lognormal,148.4,0.08
-S.ERB.H.spm.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.7,lognormal,96.4,0.15,lognormal,139.6,0.08,lognormal,139.7,0.08
-S.ERB.H.spm.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.9,15.1,lognormal,99.1,0.15,normal,151.2,10.2,normal,151.3,10.2
-S.ERB.H.spm.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.1,15.1,lognormal,100.2,0.15,normal,150.1,9.5,normal,227.6,16.2
-S.ERB.H.spm.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,85.8,11.2,normal,91.7,10.5,normal,121.4,8.9,normal,206.7,14.2
-S.ERB.H.spm.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,85.6,12.1,normal,91.3,11.8,normal,138.4,12.6,lognormal,203.1,0.07
-S.ERB.H.spm.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.0,13.0,normal,95.9,12.6,normal,130.5,9.1,normal,213.6,14.2
-S.ERB.H.spm.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,14.8,lognormal,98.7,0.15,normal,142.6,9.9,normal,221.8,15.7
-S.ERB.H.spm.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.5,lognormal,100.1,0.15,normal,141.3,12.5,normal,199.2,18.4
-S.ERB.H.spm.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,11.8,normal,92.4,11.0,lognormal,121.6,0.09,normal,180.2,15.4
-S.ERB.H.spm.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.1,12.6,normal,91.6,12.2,lognormal,127.8,0.1,normal,178.8,14.8
-S.ERB.H.spm.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.7,13.4,normal,96.0,12.7,lognormal,128.9,0.08,normal,187.8,17.0
-S.ERB.H.spm.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.0,15.1,lognormal,99.2,0.16,normal,136.3,11.1,normal,194.8,15.2
-S.ERB.H.spm.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.6,lognormal,100.0,0.15,lognormal,161.5,0.09,lognormal,161.6,0.09
-S.ERB.H.spm.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.7,13.1,normal,94.2,12.5,lognormal,139.5,0.1,lognormal,139.6,0.1
-S.ERB.H.spm.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.6,13.7,lognormal,92.5,0.15,lognormal,148.3,0.09,lognormal,148.4,0.09
-S.ERB.H.spm.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.8,14.4,lognormal,96.8,0.15,normal,149.2,13.2,lognormal,149.3,0.09
-S.ERB.H.spm.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,15.4,lognormal,99.1,0.15,normal,157.2,13.4,lognormal,157.5,0.09
-S.ERB.H.spm.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.8,lognormal,100.5,0.16,normal,155.9,11.9,normal,247.4,26.6
-S.ERB.H.spm.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.0,12.5,normal,93.5,11.8,normal,130.0,11.5,normal,209.1,15.9
-S.ERB.H.spm.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.0,13.4,normal,92.3,12.7,normal,142.0,11.5,normal,204.0,13.9
-S.ERB.H.spm.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,13.9,normal,96.5,13.1,normal,140.4,12.2,normal,218.5,16.6
-S.ERB.H.spm.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,15.2,lognormal,99.0,0.16,lognormal,150.9,0.09,lognormal,224.4,0.08
-S.ERB.H.spm.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.3,15.4,lognormal,100.2,0.15,normal,141.5,12.7,normal,200.3,18.2
-S.ERB.H.spm.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,11.8,normal,92.4,11.2,lognormal,121.3,0.09,normal,180.8,15.2
-S.ERB.H.spm.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.2,12.7,lognormal,91.5,0.14,normal,126.8,11.1,normal,180.2,15.7
-S.ERB.H.spm.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,90.8,13.7,normal,96.2,12.9,lognormal,129.0,0.08,lognormal,188.8,0.1
-S.ERB.H.spm.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,93.9,15.0,lognormal,99.0,0.15,normal,136.5,11.1,normal,196.0,18.6
-S.ERB.H.spm.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.5,lognormal,100.1,0.15,lognormal,166.2,0.09,lognormal,166.3,0.09
-S.ERB.H.spm.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.6,13.0,lognormal,94.0,0.14,normal,140.3,13.8,lognormal,140.5,0.11
-S.ERB.H.spm.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.6,13.8,lognormal,92.5,0.15,normal,151.4,11.8,lognormal,151.5,0.08
-S.ERB.H.spm.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.8,14.5,lognormal,96.8,0.15,lognormal,151.6,0.1,lognormal,151.7,0.1
-S.ERB.H.spm.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,15.3,lognormal,99.1,0.15,normal,160.2,12.9,lognormal,160.3,0.09
-S.ERB.H.spm.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.5,lognormal,100.3,0.15,lognormal,158.1,0.08,normal,234.7,20.4
-S.ERB.H.spm.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,87.8,12.4,normal,93.3,11.9,lognormal,130.3,0.1,normal,208.3,14.4
-S.ERB.H.spm.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,86.9,13.3,normal,92.3,12.7,normal,144.1,11.7,lognormal,204.7,0.08
-S.ERB.H.spm.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,14.0,lognormal,96.5,0.15,normal,141.5,12.5,normal,215.4,14.3
-S.ERB.H.spm.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,15.1,lognormal,99.1,0.15,lognormal,152.8,0.09,lognormal,225.4,0.08
-S.ERB.H.spm.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.2,0.15,lognormal,144.9,0.11,normal,201.0,17.6
-S.ERB.H.spm.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.6,12.7,normal,93.9,12.4,normal,125.8,9.4,normal,183.5,16.2
-S.ERB.H.spm.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.2,13.5,lognormal,92.1,0.15,normal,130.5,12.6,normal,180.9,15.7
-S.ERB.H.spm.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,14.2,lognormal,96.6,0.15,lognormal,133.6,0.09,normal,191.0,16.5
-S.ERB.H.spm.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.4,lognormal,99.1,0.16,normal,140.9,13.5,normal,197.7,17.2
-S.ERB.H.spm.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.8,lognormal,100.2,0.16,lognormal,166.6,0.1,lognormal,166.7,0.11
-S.ERB.H.spm.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.8,13.8,lognormal,94.9,0.15,lognormal,145.8,0.09,lognormal,145.9,0.09
-S.ERB.H.spm.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.4,14.6,lognormal,93.1,0.16,normal,149.1,12.7,lognormal,149.2,0.09
-S.ERB.H.spm.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,14.8,lognormal,96.9,0.15,normal,153.7,11.9,lognormal,153.8,0.08
-S.ERB.H.spm.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.6,lognormal,99.1,0.15,normal,160.5,13.4,lognormal,160.6,0.09
-S.ERB.H.spm.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.7,0.18,lognormal,100.3,0.15,normal,161.1,13.7,lognormal,250.0,0.12
-S.ERB.H.spm.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,13.2,normal,94.5,12.8,normal,136.6,11.0,normal,209.9,14.5
-S.ERB.H.spm.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.9,14.0,lognormal,92.7,0.15,lognormal,144.6,0.08,normal,203.7,12.4
-S.ERB.H.spm.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,14.6,lognormal,96.9,0.15,normal,147.1,11.7,normal,218.2,15.8
-S.ERB.H.spm.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.3,lognormal,99.0,0.15,normal,155.8,12.0,lognormal,250.0,0.13
-S.ERB.H.spm.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,15.6,lognormal,99.8,0.15,lognormal,145.0,0.11,normal,200.6,17.3
-S.ERB.H.spm.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,88.5,12.5,normal,93.8,12.1,normal,125.6,9.5,normal,181.2,14.3
-S.ERB.H.spm.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.3,13.5,lognormal,92.2,0.15,lognormal,130.4,0.1,normal,180.4,15.7
-S.ERB.H.spm.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,91.8,14.4,lognormal,96.9,0.15,lognormal,133.5,0.09,normal,189.8,16.2
-S.ERB.H.spm.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.3,15.3,lognormal,98.9,0.15,lognormal,140.6,0.1,normal,198.2,18.6
-S.ERB.H.spm.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.8,lognormal,100.4,0.16,lognormal,171.0,0.09,lognormal,171.1,0.09
-S.ERB.H.spm.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.8,13.8,lognormal,95.0,0.15,normal,146.9,12.0,lognormal,147.1,0.09
-S.ERB.H.spm.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.5,14.6,lognormal,93.0,0.15,normal,152.5,11.3,lognormal,152.6,0.08
-S.ERB.H.spm.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,14.9,lognormal,97.0,0.15,normal,155.7,11.1,normal,155.8,11.3
-S.ERB.H.spm.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.4,15.6,lognormal,99.0,0.16,lognormal,166.1,0.09,lognormal,166.2,0.09
-S.ERB.H.spm.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.6,lognormal,100.3,0.15,lognormal,164.4,0.08,normal,248.1,24.7
-S.ERB.H.spm.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,13.3,normal,94.7,12.8,normal,137.0,11.3,normal,208.4,13.0
-S.ERB.H.spm.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,87.9,14.1,lognormal,92.8,0.15,normal,146.5,10.7,normal,205.7,14.1
-S.ERB.H.spm.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.2,14.4,lognormal,96.9,0.15,normal,148.9,11.6,normal,215.1,14.2
-S.ERB.H.spm.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.6,lognormal,99.0,0.15,normal,158.1,11.7,lognormal,241.0,0.11
-S.ERB.H.spm.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.5,0.18,lognormal,99.9,0.15,lognormal,148.3,0.13,normal,202.6,20.7
-S.ERB.H.spm.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.2,lognormal,95.3,0.15,lognormal,139.7,0.12,normal,190.4,19.5
-S.ERB.H.spm.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.0,0.16,lognormal,134.1,0.12,normal,181.2,17.2
-S.ERB.H.spm.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,97.0,0.15,lognormal,143.7,0.13,normal,195.9,19.9
-S.ERB.H.spm.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.9,lognormal,99.2,0.15,lognormal,145.9,0.12,normal,200.0,20.5
-S.ERB.H.spm.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.8,lognormal,100.2,0.15,lognormal,168.1,0.11,lognormal,168.2,0.11
-S.ERB.H.spm.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.6,lognormal,95.5,0.16,normal,157.4,14.7,lognormal,157.7,0.1
-S.ERB.H.spm.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.5,lognormal,93.1,0.16,normal,150.3,13.2,lognormal,150.4,0.09
-S.ERB.H.spm.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.7,lognormal,97.3,0.16,normal,161.3,15.8,lognormal,161.5,0.11
-S.ERB.H.spm.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.8,lognormal,99.0,0.15,normal,165.7,17.4,lognormal,166.0,0.11
-S.ERB.H.spm.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,99.9,0.15,lognormal,166.7,0.11,normal,248.7,23.3
-S.ERB.H.spm.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.6,lognormal,95.4,0.16,normal,154.9,13.3,lognormal,221.5,0.09
-S.ERB.H.spm.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.2,lognormal,93.0,0.16,normal,148.0,12.1,lognormal,208.5,0.08
-S.ERB.H.spm.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.6,lognormal,97.5,0.16,normal,159.7,14.2,normal,227.5,17.2
-S.ERB.H.spm.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.9,lognormal,99.0,0.15,normal,165.1,16.1,lognormal,250.0,0.12
-S.ERB.H.spm.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.7,lognormal,100.1,0.15,lognormal,150.1,0.13,normal,203.4,21.1
-S.ERB.H.spm.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.3,lognormal,95.2,0.15,lognormal,139.4,0.12,normal,190.8,19.6
-S.ERB.H.spm.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.2,0.16,lognormal,134.7,0.12,normal,181.9,17.6
-S.ERB.H.spm.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.7,lognormal,97.2,0.16,lognormal,143.6,0.13,normal,195.0,19.8
-S.ERB.H.spm.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.8,lognormal,99.0,0.15,lognormal,146.2,0.12,normal,201.4,21.0
-S.ERB.H.spm.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.8,lognormal,100.3,0.15,lognormal,174.9,0.11,lognormal,175.0,0.11
-S.ERB.H.spm.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.4,0.16,normal,161.4,12.8,lognormal,161.6,0.08
-S.ERB.H.spm.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.4,lognormal,93.3,0.16,normal,154.2,12.4,lognormal,154.3,0.09
-S.ERB.H.spm.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,15.8,lognormal,97.5,0.16,normal,167.1,14.8,lognormal,167.4,0.1
-S.ERB.H.spm.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.8,lognormal,99.1,0.15,normal,171.6,15.6,lognormal,171.9,0.1
-S.ERB.H.spm.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.7,lognormal,100.1,0.15,lognormal,174.1,0.1,normal,249.1,22.3
-S.ERB.H.spm.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.7,lognormal,95.6,0.16,normal,159.5,12.6,lognormal,219.4,0.09
-S.ERB.H.spm.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.4,lognormal,93.1,0.16,lognormal,151.0,0.08,lognormal,209.1,0.08
-S.ERB.H.spm.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.5,lognormal,97.3,0.16,lognormal,164.3,0.08,normal,221.5,15.0
-S.ERB.H.spm.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,98.9,0.15,normal,170.2,15.1,lognormal,250.0,0.11
-S.ERB.H.spm.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.7,lognormal,100.2,0.15,lognormal,168.9,0.12,lognormal,250.0,0.08
-S.ERB.H.spm.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.4,lognormal,95.3,0.15,normal,157.4,15.3,lognormal,250.0,0.11
-S.ERB.H.spm.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.3,0.16,normal,155.9,16.5,normal,224.7,16.2
-S.ERB.H.spm.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.8,lognormal,97.3,0.16,lognormal,162.9,0.11,lognormal,250.0,0.09
-S.ERB.H.spm.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.2,0.16,lognormal,166.4,0.11,normal,249.1,22.2
-S.ERB.H.spm.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.5,lognormal,99.9,0.15,lognormal,168.3,0.11,lognormal,168.4,0.11
-S.ERB.H.spm.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.5,lognormal,95.4,0.16,normal,160.3,16.9,normal,160.4,17.5
-S.ERB.H.spm.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.2,0.16,lognormal,157.3,0.12,lognormal,157.4,0.12
-S.ERB.H.spm.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.8,lognormal,97.4,0.16,lognormal,164.0,0.11,lognormal,164.1,0.12
-S.ERB.H.spm.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.8,lognormal,99.2,0.15,normal,165.9,17.4,normal,166.0,17.3
-S.ERB.H.spm.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.9,lognormal,100.3,0.15,lognormal,168.9,0.11,lognormal,169.0,0.11
-S.ERB.H.spm.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.5,lognormal,95.4,0.16,lognormal,160.1,0.11,lognormal,160.2,0.11
-S.ERB.H.spm.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.0,0.16,lognormal,157.8,0.12,lognormal,250.0,0.06
-S.ERB.H.spm.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.8,15.3,lognormal,96.9,0.15,normal,163.7,17.4,lognormal,250.0,0.06
-S.ERB.H.spm.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.8,lognormal,99.4,0.16,lognormal,165.9,0.11,lognormal,166.0,0.12
-S.ERB.H.spm.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.8,lognormal,100.2,0.15,lognormal,176.7,0.11,lognormal,250.0,0.09
-S.ERB.H.spm.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.3,0.15,normal,161.4,13.3,lognormal,250.0,0.12
-S.ERB.H.spm.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.3,lognormal,93.4,0.16,lognormal,163.6,0.11,normal,226.5,17.8
-S.ERB.H.spm.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,15.7,lognormal,97.4,0.15,normal,168.3,14.7,normal,248.7,23.4
-S.ERB.H.spm.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,99.1,0.15,normal,173.9,17.2,normal,249.4,21.4
-S.ERB.H.spm.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,16.0,lognormal,100.4,0.16,lognormal,177.2,0.12,normal,177.3,19.0
-S.ERB.H.spm.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.7,lognormal,95.5,0.16,lognormal,168.6,0.11,lognormal,168.7,0.12
-S.ERB.H.spm.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.1,0.16,lognormal,164.8,0.11,lognormal,164.9,0.12
-S.ERB.H.spm.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.0,0.15,lognormal,171.5,0.11,lognormal,171.6,0.11
-S.ERB.H.spm.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.9,lognormal,99.3,0.15,lognormal,175.4,0.11,lognormal,175.5,0.11
-S.ERB.H.spm.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,16.1,lognormal,100.5,0.16,normal,176.1,17.2,lognormal,176.4,0.11
-S.ERB.H.spm.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.4,lognormal,95.3,0.16,lognormal,167.2,0.11,lognormal,167.3,0.11
-S.ERB.H.spm.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.4,15.5,lognormal,93.2,0.16,lognormal,164.5,0.11,lognormal,250.0,0.06
-S.ERB.H.spm.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.7,lognormal,97.3,0.16,normal,170.8,16.6,lognormal,250.0,0.06
-S.ERB.H.spm.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.1,0.16,lognormal,174.2,0.11,lognormal,174.3,0.11
-S.ERB.H.spm.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.8,lognormal,100.1,0.15,normal,168.9,18.0,normal,249.4,21.5
-S.ERB.H.spm.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.1,15.4,lognormal,95.3,0.16,normal,154.9,13.6,lognormal,250.0,0.12
-S.ERB.H.spm.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.0,lognormal,93.1,0.16,lognormal,157.6,0.12,normal,227.2,18.6
-S.ERB.H.spm.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.6,lognormal,97.2,0.16,lognormal,161.8,0.11,lognormal,250.0,0.11
-S.ERB.H.spm.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,98.9,0.15,lognormal,166.1,0.11,normal,249.0,22.5
-S.ERB.H.spm.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.8,lognormal,100.2,0.15,lognormal,168.9,0.11,lognormal,169.0,0.11
-S.ERB.H.spm.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.4,0.15,lognormal,160.6,0.11,lognormal,160.7,0.11
-S.ERB.H.spm.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.4,lognormal,93.2,0.16,lognormal,157.8,0.13,lognormal,157.9,0.12
-S.ERB.H.spm.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.6,lognormal,97.2,0.15,lognormal,163.2,0.11,lognormal,163.3,0.12
-S.ERB.H.spm.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.7,lognormal,99.1,0.15,lognormal,166.6,0.11,lognormal,166.7,0.11
-S.ERB.H.spm.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,16.0,lognormal,100.4,0.15,lognormal,168.4,0.11,lognormal,168.5,0.11
-S.ERB.H.spm.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.4,lognormal,95.3,0.16,normal,158.5,15.8,lognormal,158.6,0.11
-S.ERB.H.spm.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.3,15.3,lognormal,93.2,0.16,normal,156.3,16.3,lognormal,250.0,0.06
-S.ERB.H.spm.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.4,0.16,lognormal,164.1,0.11,lognormal,164.2,0.11
-S.ERB.H.spm.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,99.2,0.16,lognormal,166.6,0.11,lognormal,166.7,0.11
-S.ERB.H.spm.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.8,lognormal,100.2,0.15,lognormal,177.1,0.12,lognormal,250.0,0.06
-S.ERB.H.spm.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.4,lognormal,95.4,0.15,lognormal,158.1,0.08,normal,248.5,23.9
-S.ERB.H.spm.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,15.2,lognormal,93.1,0.16,lognormal,163.6,0.11,normal,228.4,18.5
-S.ERB.H.spm.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,97.1,0.15,normal,167.4,15.2,normal,249.2,22.1
-S.ERB.H.spm.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.9,lognormal,99.1,0.15,normal,173.6,17.3,normal,248.8,23.0
-S.ERB.H.spm.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,16.0,lognormal,100.3,0.15,normal,176.2,16.8,normal,176.3,17.2
-S.ERB.H.spm.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.3,lognormal,95.4,0.15,lognormal,168.1,0.11,lognormal,168.2,0.11
-S.ERB.H.spm.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,88.9,0.18,lognormal,93.3,0.16,lognormal,164.6,0.11,lognormal,164.7,0.11
-S.ERB.H.spm.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.5,lognormal,97.1,0.15,normal,171.3,16.6,normal,171.4,17.4
-S.ERB.H.spm.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.8,lognormal,99.3,0.16,lognormal,175.2,0.11,normal,175.3,18.2
-S.ERB.H.spm.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.8,lognormal,100.0,0.15,lognormal,175.2,0.1,lognormal,175.3,0.1
-S.ERB.H.spm.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.5,0.16,normal,163.9,14.7,lognormal,250.0,0.06
-S.ERB.H.spm.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,88.9,15.1,lognormal,92.8,0.16,lognormal,163.7,0.1,lognormal,250.0,0.06
-S.ERB.H.spm.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.8,lognormal,97.2,0.16,normal,170.5,16.7,lognormal,170.8,0.11
-S.ERB.H.spm.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,95.0,15.9,lognormal,99.4,0.16,lognormal,175.0,0.11,lognormal,175.1,0.11
-S.ERB.H.spm.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.7,lognormal,100.2,0.15,lognormal,168.7,0.11,normal,249.2,22.1
-S.ERB.H.spm.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.5,0.16,normal,153.1,12.3,lognormal,250.0,0.13
-S.ERB.H.spm.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,15.1,lognormal,93.0,0.15,normal,156.0,16.6,normal,217.5,11.1
-S.ERB.H.spm.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,15.6,lognormal,97.2,0.15,normal,160.7,15.1,lognormal,250.0,0.11
-S.ERB.H.spm.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.7,lognormal,99.2,0.16,normal,165.8,17.4,normal,249.6,21.0
-S.ERB.H.spm.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.8,0.18,lognormal,100.5,0.16,lognormal,168.2,0.11,lognormal,168.3,0.11
-S.ERB.H.spm.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,15.5,lognormal,95.7,0.16,normal,160.3,17.0,lognormal,160.5,0.12
-S.ERB.H.spm.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,92.9,0.16,lognormal,158.0,0.12,lognormal,158.1,0.12
-S.ERB.H.spm.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,15.3,lognormal,97.0,0.15,lognormal,164.8,0.12,lognormal,164.9,0.12
-S.ERB.H.spm.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.8,lognormal,99.1,0.16,normal,166.2,17.4,lognormal,166.6,0.11
-S.ERB.H.spm.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.9,lognormal,100.3,0.16,lognormal,168.4,0.11,lognormal,168.5,0.11
-S.ERB.H.spm.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.4,lognormal,95.4,0.16,normal,157.1,15.1,lognormal,250.0,0.06
-S.ERB.H.spm.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.1,lognormal,93.2,0.16,lognormal,157.6,0.12,lognormal,250.0,0.06
-S.ERB.H.spm.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,15.8,lognormal,97.5,0.16,lognormal,163.3,0.11,lognormal,163.4,0.11
-S.ERB.H.spm.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,16.0,lognormal,99.3,0.16,lognormal,167.6,0.12,lognormal,250.0,0.06
-S.ERB.H.spm.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.6,lognormal,100.1,0.15,normal,176.0,17.3,normal,249.6,20.9
-S.ERB.H.spm.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.4,0.16,normal,155.7,11.3,normal,226.3,16.5
-S.ERB.H.spm.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.0,15.1,lognormal,93.0,0.16,lognormal,162.6,0.11,lognormal,250.0,0.12
-S.ERB.H.spm.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.6,lognormal,97.1,0.15,normal,165.1,14.7,lognormal,250.0,0.11
-S.ERB.H.spm.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,98.9,0.15,lognormal,171.6,0.1,normal,249.5,21.3
-S.ERB.H.spm.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,15.6,lognormal,100.0,0.15,lognormal,176.7,0.11,lognormal,176.8,0.11
-S.ERB.H.spm.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.3,lognormal,95.3,0.16,normal,166.2,16.2,lognormal,166.5,0.1
-S.ERB.H.spm.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.1,0.15,lognormal,164.1,0.11,lognormal,164.2,0.11
-S.ERB.H.spm.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.6,15.4,lognormal,96.9,0.15,lognormal,171.3,0.11,lognormal,171.4,0.11
-S.ERB.H.spm.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.8,15.6,lognormal,99.3,0.15,lognormal,174.6,0.11,lognormal,174.7,0.11
-S.ERB.H.spm.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,15.6,lognormal,100.1,0.15,normal,176.1,17.2,normal,176.2,17.4
-S.ERB.H.spm.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,15.3,lognormal,95.4,0.16,normal,160.5,13.0,lognormal,250.0,0.06
-S.ERB.H.spm.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.1,0.16,lognormal,163.9,0.11,lognormal,250.0,0.06
-S.ERB.H.spm.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.5,lognormal,97.1,0.15,lognormal,169.4,0.1,lognormal,169.5,0.1
-S.ERB.H.spm.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.8,lognormal,99.0,0.16,lognormal,174.8,0.11,lognormal,174.9,0.11
-S.ERB.H.spm.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.7,0.18,lognormal,100.2,0.16,normal,166.8,16.1,lognormal,250.0,0.09
-S.ERB.H.spm.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,15.4,lognormal,95.4,0.16,normal,160.5,17.0,lognormal,250.0,0.13
-S.ERB.H.spm.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.0,0.15,lognormal,157.9,0.12,normal,222.9,15.7
-S.ERB.H.spm.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.18,lognormal,97.2,0.16,lognormal,163.4,0.12,normal,249.0,22.5
-S.ERB.H.spm.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,98.9,0.15,lognormal,167.6,0.12,normal,248.8,23.0
-S.ERB.H.spm.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.7,lognormal,100.1,0.15,lognormal,168.3,0.11,lognormal,168.4,0.11
-S.ERB.H.spm.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.4,lognormal,95.4,0.15,normal,160.8,17.1,normal,160.9,17.5
-S.ERB.H.spm.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.3,lognormal,93.0,0.16,normal,155.8,16.3,lognormal,156.1,0.11
-S.ERB.H.spm.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.5,lognormal,97.3,0.16,lognormal,164.1,0.12,lognormal,164.2,0.12
-S.ERB.H.spm.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.6,lognormal,98.9,0.15,lognormal,167.7,0.12,lognormal,167.8,0.12
-S.ERB.H.spm.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,15.9,lognormal,100.2,0.15,lognormal,168.4,0.12,lognormal,168.5,0.12
-S.ERB.H.spm.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.6,lognormal,95.3,0.16,normal,160.2,16.9,lognormal,250.0,0.06
-S.ERB.H.spm.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.3,lognormal,93.2,0.16,lognormal,157.0,0.12,lognormal,250.0,0.06
-S.ERB.H.spm.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,92.9,15.6,lognormal,97.2,0.15,lognormal,163.4,0.11,lognormal,250.0,0.06
-S.ERB.H.spm.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.6,15.8,lognormal,99.0,0.16,lognormal,167.3,0.12,lognormal,167.4,0.11
-S.ERB.H.spm.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,15.8,lognormal,100.2,0.15,lognormal,177.1,0.11,normal,250.1,19.8
-S.ERB.H.spm.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.6,lognormal,95.5,0.16,lognormal,168.9,0.11,normal,247.7,26.0
-S.ERB.H.spm.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.2,15.4,lognormal,93.1,0.16,lognormal,164.1,0.11,normal,224.4,15.7
-S.ERB.H.spm.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,15.7,lognormal,97.3,0.16,normal,170.4,16.5,normal,249.1,22.4
-S.ERB.H.spm.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.7,15.7,lognormal,99.0,0.15,lognormal,174.2,0.11,normal,249.6,21.1
-S.ERB.H.spm.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,16.0,lognormal,100.4,0.16,lognormal,176.2,0.11,lognormal,176.3,0.11
-S.ERB.H.spm.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,15.6,lognormal,95.5,0.16,lognormal,168.6,0.11,lognormal,168.7,0.11
-S.ERB.H.spm.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.1,15.2,lognormal,93.1,0.16,lognormal,164.3,0.11,lognormal,164.4,0.11
-S.ERB.H.spm.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.8,0.18,lognormal,97.3,0.16,lognormal,171.1,0.11,lognormal,171.2,0.11
-S.ERB.H.spm.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.6,0.18,lognormal,99.2,0.16,lognormal,175.0,0.11,lognormal,175.1,0.11
-S.ERB.H.spm.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,15.7,lognormal,100.4,0.15,lognormal,177.3,0.11,lognormal,177.4,0.11
-S.ERB.H.spm.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,15.4,lognormal,95.5,0.16,lognormal,168.3,0.11,lognormal,168.4,0.11
-S.ERB.H.spm.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,89.4,15.6,lognormal,93.2,0.16,lognormal,163.4,0.11,lognormal,250.0,0.06
-S.ERB.H.spm.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.8,0.18,lognormal,97.2,0.16,lognormal,171.1,0.11,lognormal,171.2,0.11
-S.ERB.H.spm.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,94.9,15.7,lognormal,99.2,0.15,lognormal,175.0,0.11,lognormal,175.1,0.11
-S.ERB.L.bur.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,12.1,normal,121.9,9.5,lognormal,131.7,0.07,normal,199.6,19.2
-S.ERB.L.bur.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,9.7,normal,97.4,8.4,normal,105.8,7.6,lognormal,175.2,0.19
-S.ERB.L.bur.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,10.7,lognormal,101.1,0.1,normal,113.7,10.1,normal,180.5,15.8
-S.ERB.L.bur.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,11.1,normal,106.0,8.8,normal,115.3,7.6,lognormal,187.8,0.17
-S.ERB.L.bur.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,12.1,normal,115.6,8.9,normal,124.9,7.5,lognormal,195.8,0.13
-S.ERB.L.bur.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,13.0,normal,127.0,9.3,normal,140.1,9.6,normal,221.2,16.1
-S.ERB.L.bur.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,10.5,normal,102.6,8.8,normal,113.0,8.3,lognormal,193.3,0.09
-S.ERB.L.bur.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.8,11.9,lognormal,108.3,0.11,normal,126.0,12.0,normal,182.1,18.1
-S.ERB.L.bur.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,11.8,normal,111.7,9.4,normal,122.7,8.4,lognormal,204.0,0.09
-S.ERB.L.bur.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,12.3,normal,121.8,9.9,normal,133.2,9.4,normal,214.5,17.5
-S.ERB.L.bur.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,13.2,normal,124.3,9.1,normal,135.6,9.0,normal,222.6,16.7
-S.ERB.L.bur.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.9,10.1,normal,100.1,8.7,normal,109.6,8.5,normal,190.9,16.6
-S.ERB.L.bur.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,11.2,normal,104.5,10.2,lognormal,119.9,0.1,normal,179.3,15.8
-S.ERB.L.bur.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,11.7,normal,109.0,9.2,lognormal,119.4,0.08,normal,202.3,15.5
-S.ERB.L.bur.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,12.8,normal,118.8,9.5,lognormal,129.0,0.07,normal,211.7,14.9
-S.ERB.L.bur.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,12.1,normal,121.9,9.5,lognormal,132.0,0.07,lognormal,204.5,0.13
-S.ERB.L.bur.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.5,9.7,normal,97.4,8.3,normal,105.9,7.7,lognormal,176.0,0.2
-S.ERB.L.bur.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,10.7,lognormal,101.1,0.1,normal,113.7,9.8,normal,190.1,15.5
-S.ERB.L.bur.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,11.3,normal,106.1,8.7,normal,115.4,7.7,lognormal,191.0,0.19
-S.ERB.L.bur.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,12.0,normal,115.7,8.9,normal,124.8,7.5,lognormal,198.6,0.15
-S.ERB.L.bur.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,13.3,normal,126.7,9.1,normal,140.5,10.0,normal,235.7,18.7
-S.ERB.L.bur.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,10.6,normal,102.6,8.7,normal,113.1,8.3,normal,203.2,16.5
-S.ERB.L.bur.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.9,12.0,lognormal,108.3,0.11,normal,126.2,12.1,normal,191.6,18.6
-S.ERB.L.bur.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,11.6,normal,112.0,9.5,normal,122.5,8.3,normal,215.0,17.1
-S.ERB.L.bur.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,12.3,normal,121.9,10.0,normal,133.1,9.4,lognormal,219.1,0.06
-S.ERB.L.bur.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,13.4,normal,124.3,9.0,normal,135.7,8.9,lognormal,230.0,0.09
-S.ERB.L.bur.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,10.2,normal,100.0,8.6,lognormal,109.6,0.08,normal,198.9,17.3
-S.ERB.L.bur.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,11.3,normal,104.4,10.0,lognormal,119.9,0.1,normal,189.1,16.8
-S.ERB.L.bur.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,11.8,normal,109.1,9.1,normal,119.2,8.7,normal,212.3,20.2
-S.ERB.L.bur.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,12.5,normal,118.9,9.6,lognormal,128.9,0.07,normal,219.5,16.1
-S.ERB.L.bur.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,14.5,normal,129.5,11.8,lognormal,142.4,0.1,normal,216.5,18.4
-S.ERB.L.bur.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.1,12.0,lognormal,104.9,0.11,lognormal,115.1,0.1,normal,189.4,22.2
-S.ERB.L.bur.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,13.1,lognormal,110.0,0.13,lognormal,124.7,0.12,normal,182.7,15.9
-S.ERB.L.bur.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.7,normal,113.7,11.1,normal,124.5,11.3,normal,198.9,18.4
-S.ERB.L.bur.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,13.6,normal,123.7,11.4,normal,135.0,12.0,normal,211.0,19.8
-S.ERB.L.bur.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,14.9,lognormal,135.6,0.1,lognormal,152.5,0.1,normal,224.6,19.4
-S.ERB.L.bur.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.9,12.6,normal,110.9,11.6,normal,123.8,12.2,lognormal,192.8,0.09
-S.ERB.L.bur.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.9,lognormal,117.9,0.13,normal,140.1,17.2,lognormal,188.0,0.12
-S.ERB.L.bur.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,13.8,lognormal,120.4,0.11,lognormal,133.7,0.1,lognormal,204.5,0.09
-S.ERB.L.bur.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,14.7,normal,129.8,12.5,normal,145.6,14.2,normal,214.6,15.5
-S.ERB.L.bur.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,14.2,normal,132.6,12.2,lognormal,147.7,0.1,normal,217.7,15.0
-S.ERB.L.bur.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,12.3,lognormal,108.4,0.11,lognormal,119.8,0.11,lognormal,193.0,0.09
-S.ERB.L.bur.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,13.8,lognormal,114.0,0.13,lognormal,133.0,0.13,lognormal,182.9,0.11
-S.ERB.L.bur.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.4,13.4,normal,116.8,11.0,lognormal,129.1,0.1,lognormal,203.5,0.09
-S.ERB.L.bur.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.2,normal,126.4,11.4,lognormal,140.4,0.1,normal,212.2,13.3
-S.ERB.L.bur.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,14.5,normal,129.4,11.5,lognormal,142.8,0.1,normal,221.3,21.9
-S.ERB.L.bur.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,11.7,lognormal,104.8,0.11,lognormal,114.8,0.1,normal,194.4,24.6
-S.ERB.L.bur.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.6,13.2,lognormal,110.3,0.13,normal,124.5,13.2,normal,192.5,16.4
-S.ERB.L.bur.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,12.8,normal,113.7,10.9,normal,124.3,11.0,normal,203.5,19.9
-S.ERB.L.bur.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,13.4,normal,123.4,11.6,lognormal,134.6,0.09,normal,214.8,21.6
-S.ERB.L.bur.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,14.7,lognormal,136.1,0.1,lognormal,152.9,0.1,lognormal,235.0,0.08
-S.ERB.L.bur.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.9,12.6,normal,111.1,11.6,normal,124.1,12.3,normal,203.9,16.6
-S.ERB.L.bur.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,14.2,lognormal,118.2,0.13,lognormal,140.3,0.14,normal,192.3,17.6
-S.ERB.L.bur.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,13.8,lognormal,120.6,0.11,lognormal,134.3,0.11,normal,215.0,17.9
-S.ERB.L.bur.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,14.6,lognormal,129.5,0.1,lognormal,145.9,0.11,normal,230.8,18.7
-S.ERB.L.bur.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,14.1,lognormal,132.8,0.1,lognormal,148.2,0.1,lognormal,250.0,0.11
-S.ERB.L.bur.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,12.4,lognormal,108.4,0.11,lognormal,119.6,0.11,normal,202.8,15.9
-S.ERB.L.bur.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,13.9,lognormal,114.0,0.13,lognormal,133.2,0.13,normal,189.6,16.1
-S.ERB.L.bur.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,13.0,normal,116.7,11.1,lognormal,129.4,0.1,normal,214.3,16.3
-S.ERB.L.bur.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,13.6,normal,126.3,11.4,lognormal,140.9,0.1,lognormal,225.0,0.08
-S.ERB.L.bur.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,15.0,normal,138.6,12.9,normal,154.4,12.2,normal,222.4,15.6
-S.ERB.L.bur.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,12.1,normal,113.5,11.1,normal,125.1,10.2,normal,190.7,14.6
-S.ERB.L.bur.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,15.0,normal,119.8,12.7,normal,135.8,12.4,normal,182.7,16.5
-S.ERB.L.bur.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,12.9,normal,122.5,11.0,normal,135.7,11.2,lognormal,204.2,0.08
-S.ERB.L.bur.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,14.5,lognormal,132.2,0.1,normal,148.1,12.8,normal,218.1,16.5
-S.ERB.L.bur.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,16.7,lognormal,146.1,0.11,normal,166.3,16.1,normal,220.0,16.3
-S.ERB.L.bur.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.9,normal,120.8,12.0,normal,136.9,12.4,normal,193.2,17.3
-S.ERB.L.bur.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,16.4,normal,126.7,13.7,normal,150.0,17.6,normal,189.8,18.9
-S.ERB.L.bur.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.3,lognormal,129.5,0.1,lognormal,148.6,0.1,normal,204.3,16.9
-S.ERB.L.bur.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,16.1,normal,139.6,13.7,normal,159.0,14.6,normal,215.7,17.1
-S.ERB.L.bur.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,15.8,lognormal,141.8,0.1,normal,160.5,13.9,normal,221.2,15.5
-S.ERB.L.bur.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,13.1,normal,116.9,11.5,lognormal,131.1,0.1,lognormal,192.3,0.09
-S.ERB.L.bur.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,16.1,normal,123.6,13.2,normal,144.5,15.5,lognormal,183.7,0.1
-S.ERB.L.bur.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,13.3,normal,125.5,11.6,lognormal,143.3,0.1,lognormal,204.3,0.09
-S.ERB.L.bur.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,14.4,normal,135.6,12.4,normal,153.7,13.3,normal,219.0,19.7
-S.ERB.L.bur.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,14.5,normal,138.9,13.3,normal,154.2,12.3,normal,219.3,11.6
-S.ERB.L.bur.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,12.0,normal,113.2,11.0,normal,125.0,10.1,normal,199.6,17.7
-S.ERB.L.bur.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,15.1,normal,120.0,12.7,lognormal,136.3,0.1,normal,192.0,16.8
-S.ERB.L.bur.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,12.9,lognormal,122.7,0.1,lognormal,135.9,0.09,normal,208.6,13.6
-S.ERB.L.bur.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,14.7,normal,131.9,11.8,normal,148.2,12.8,normal,229.9,20.1
-S.ERB.L.bur.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.8,normal,146.3,14.7,lognormal,168.8,0.12,lognormal,235.0,0.09
-S.ERB.L.bur.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,14.0,lognormal,120.8,0.11,lognormal,136.9,0.1,normal,205.5,18.3
-S.ERB.L.bur.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,15.8,normal,126.9,13.8,normal,150.4,17.4,normal,195.0,18.4
-S.ERB.L.bur.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,15.1,normal,129.5,12.4,lognormal,148.8,0.1,normal,214.3,17.3
-S.ERB.L.bur.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,15.3,normal,139.6,13.8,normal,158.8,14.9,lognormal,240.0,0.11
-S.ERB.L.bur.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,15.3,lognormal,142.1,0.1,normal,160.3,14.5,normal,248.4,24.1
-S.ERB.L.bur.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,12.8,normal,116.7,11.4,normal,130.7,11.5,normal,204.2,17.3
-S.ERB.L.bur.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,16.1,normal,123.5,13.0,lognormal,145.4,0.12,lognormal,191.6,0.1
-S.ERB.L.bur.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,13.4,normal,125.8,11.7,lognormal,142.8,0.1,normal,214.0,15.9
-S.ERB.L.bur.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,14.3,normal,135.9,12.5,normal,153.6,13.2,normal,219.9,14.6
-S.ERB.L.bur.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,23.3,lognormal,158.3,0.14,lognormal,177.6,0.13,normal,248.7,23.2
-S.ERB.L.bur.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,21.2,lognormal,144.5,0.15,lognormal,159.8,0.13,normal,208.8,17.0
-S.ERB.L.bur.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,19.9,normal,135.8,17.6,lognormal,151.3,0.13,lognormal,188.0,0.09
-S.ERB.L.bur.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,21.2,lognormal,150.2,0.15,normal,167.0,19.5,normal,223.6,20.5
-S.ERB.L.bur.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,22.7,lognormal,155.6,0.14,lognormal,173.2,0.13,lognormal,226.7,0.09
-S.ERB.L.bur.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.4,23.0,lognormal,159.1,0.14,lognormal,185.1,0.16,lognormal,250.0,0.07
-S.ERB.L.bur.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,21.1,lognormal,144.7,0.15,normal,165.2,21.7,normal,214.3,14.6
-S.ERB.L.bur.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,20.1,normal,136.3,17.8,normal,157.4,21.2,normal,195.9,14.6
-S.ERB.L.bur.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,22.0,lognormal,150.9,0.15,normal,171.4,21.5,lognormal,230.0,0.08
-S.ERB.L.bur.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,22.3,lognormal,156.3,0.15,normal,178.8,23.8,normal,249.9,20.3
-S.ERB.L.bur.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,23.1,lognormal,159.3,0.14,lognormal,182.6,0.15,normal,250.3,19.3
-S.ERB.L.bur.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,20.9,lognormal,145.0,0.15,normal,165.7,21.7,normal,209.3,14.1
-S.ERB.L.bur.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,20.2,lognormal,137.6,0.15,normal,157.6,21.7,normal,192.1,14.9
-S.ERB.L.bur.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,21.8,normal,149.9,19.7,lognormal,172.4,0.14,normal,227.5,16.4
-S.ERB.L.bur.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,23.4,lognormal,156.1,0.15,lognormal,179.3,0.15,lognormal,250.0,0.11
-S.ERB.L.bur.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.1,23.4,lognormal,158.5,0.14,lognormal,176.5,0.13,normal,248.4,24.2
-S.ERB.L.bur.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,131.0,21.7,lognormal,144.2,0.14,normal,159.7,18.8,normal,214.1,17.1
-S.ERB.L.bur.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,19.8,lognormal,136.5,0.15,lognormal,151.4,0.13,normal,192.9,14.7
-S.ERB.L.bur.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,21.9,lognormal,149.2,0.14,normal,165.6,19.0,normal,227.1,17.0
-S.ERB.L.bur.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,22.7,lognormal,155.3,0.14,lognormal,173.2,0.13,normal,248.2,24.6
-S.ERB.L.bur.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,23.0,lognormal,159.2,0.15,normal,183.4,25.5,lognormal,250.0,0.06
-S.ERB.L.bur.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,20.4,lognormal,145.3,0.15,lognormal,167.5,0.15,lognormal,218.3,0.07
-S.ERB.L.bur.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.4,normal,136.7,17.9,lognormal,158.4,0.15,normal,200.7,17.9
-S.ERB.L.bur.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,21.8,lognormal,149.5,0.14,lognormal,173.1,0.16,normal,236.7,16.8
-S.ERB.L.bur.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,22.5,lognormal,156.3,0.15,lognormal,178.9,0.15,lognormal,250.0,0.06
-S.ERB.L.bur.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.7,23.1,lognormal,159.4,0.15,lognormal,183.1,0.15,lognormal,250.0,0.06
-S.ERB.L.bur.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.6,21.2,lognormal,144.5,0.15,lognormal,167.0,0.16,normal,215.4,15.7
-S.ERB.L.bur.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.8,lognormal,137.1,0.15,lognormal,159.4,0.16,lognormal,193.8,0.08
-S.ERB.L.bur.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,21.9,lognormal,150.7,0.15,lognormal,172.2,0.14,normal,231.9,16.8
-S.ERB.L.bur.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,23.4,normal,156.1,20.5,lognormal,179.2,0.15,normal,250.3,19.1
-S.ERB.L.bur.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.6,21.6,lognormal,158.3,0.14,normal,180.4,22.6,lognormal,235.0,0.09
-S.ERB.L.bur.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.5,normal,136.8,14.7,normal,155.4,15.8,normal,199.6,19.3
-S.ERB.L.bur.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,19.0,normal,135.2,17.0,lognormal,155.7,0.15,normal,215.4,29.3
-S.ERB.L.bur.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,19.0,normal,145.1,16.3,normal,166.6,19.7,normal,210.6,19.7
-S.ERB.L.bur.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,20.5,normal,152.7,17.9,normal,175.6,21.6,normal,218.2,15.9
-S.ERB.L.bur.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.5,22.4,lognormal,157.9,0.14,lognormal,182.6,0.15,normal,248.2,24.6
-S.ERB.L.bur.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,18.6,normal,140.9,17.0,normal,162.7,20.1,lognormal,209.0,0.12
-S.ERB.L.bur.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,19.3,lognormal,136.8,0.15,lognormal,156.9,0.15,normal,223.4,28.2
-S.ERB.L.bur.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.8,20.7,normal,148.4,18.6,normal,170.4,21.5,normal,219.6,21.1
-S.ERB.L.bur.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,21.7,lognormal,155.7,0.15,normal,177.8,23.5,normal,246.4,29.5
-S.ERB.L.bur.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.1,22.2,normal,157.5,19.4,normal,181.3,23.9,normal,230.7,18.7
-S.ERB.L.bur.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,17.7,normal,139.1,16.0,normal,159.4,18.0,lognormal,201.0,0.11
-S.ERB.L.bur.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,19.2,normal,135.9,17.6,lognormal,156.9,0.15,normal,218.3,29.1
-S.ERB.L.bur.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,19.8,normal,147.4,17.5,normal,167.6,19.6,normal,208.7,16.8
-S.ERB.L.bur.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.1,21.1,normal,154.4,19.4,normal,176.0,22.2,normal,221.8,18.4
-S.ERB.L.bur.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.5,22.0,normal,158.2,19.7,normal,180.8,22.5,normal,249.2,22.1
-S.ERB.L.bur.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.9,normal,136.7,14.5,normal,156.5,16.7,lognormal,208.8,0.1
-S.ERB.L.bur.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.8,19.2,normal,135.2,17.2,lognormal,157.3,0.15,normal,213.7,22.1
-S.ERB.L.bur.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,19.2,normal,144.8,15.8,normal,166.6,19.0,normal,220.0,20.0
-S.ERB.L.bur.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,20.5,normal,153.5,18.9,normal,176.1,21.8,normal,247.6,26.3
-S.ERB.L.bur.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.1,23.1,normal,158.8,20.3,lognormal,182.9,0.14,normal,248.4,24.1
-S.ERB.L.bur.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,126.9,18.5,normal,141.1,17.0,normal,163.9,21.0,normal,211.6,19.3
-S.ERB.L.bur.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,19.4,lognormal,137.1,0.15,lognormal,157.9,0.15,normal,231.6,26.5
-S.ERB.L.bur.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,133.4,19.8,lognormal,148.3,0.14,normal,171.7,22.9,normal,223.1,18.0
-S.ERB.L.bur.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,21.0,lognormal,154.9,0.14,lognormal,178.0,0.14,normal,248.1,24.9
-S.ERB.L.bur.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.5,21.8,lognormal,158.5,0.14,lognormal,183.5,0.15,normal,249.1,22.3
-S.ERB.L.bur.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,17.6,normal,139.0,15.6,normal,159.3,17.8,normal,206.1,17.6
-S.ERB.L.bur.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,18.9,normal,136.2,17.8,lognormal,158.3,0.15,lognormal,227.6,0.14
-S.ERB.L.bur.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,19.6,lognormal,147.5,0.14,normal,170.7,22.4,normal,218.3,18.3
-S.ERB.L.bur.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,21.5,normal,154.2,19.4,normal,177.6,22.3,normal,248.2,24.7
-S.ERB.L.bur.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,20.7,normal,156.5,18.7,normal,177.8,20.6,normal,217.9,12.7
-S.ERB.L.bur.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.9,normal,133.8,13.5,normal,152.4,14.5,lognormal,198.3,0.11
-S.ERB.L.bur.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.2,normal,133.5,16.3,lognormal,154.4,0.14,lognormal,208.0,0.14
-S.ERB.L.bur.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,18.2,normal,143.2,15.3,lognormal,163.5,0.12,normal,211.2,19.6
-S.ERB.L.bur.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,20.0,lognormal,151.9,0.13,normal,171.9,19.1,normal,220.9,17.7
-S.ERB.L.bur.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,21.5,lognormal,158.9,0.14,lognormal,181.9,0.14,lognormal,245.0,0.11
-S.ERB.L.bur.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,17.4,normal,138.7,15.4,normal,159.6,18.2,normal,203.5,20.9
-S.ERB.L.bur.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.7,19.6,lognormal,136.1,0.14,lognormal,157.5,0.15,normal,219.9,27.2
-S.ERB.L.bur.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.9,normal,146.8,17.2,normal,168.9,20.0,normal,212.8,18.7
-S.ERB.L.bur.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.4,21.0,lognormal,154.3,0.14,normal,176.5,21.8,normal,229.7,20.5
-S.ERB.L.bur.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,21.3,normal,157.9,20.1,normal,179.8,21.9,normal,234.7,20.5
-S.ERB.L.bur.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,17.3,normal,136.8,14.7,normal,155.6,15.5,normal,199.5,19.6
-S.ERB.L.bur.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,18.6,normal,135.8,17.4,normal,156.0,20.2,normal,210.9,25.8
-S.ERB.L.bur.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,19.0,normal,145.4,16.5,normal,165.7,18.0,normal,209.1,17.6
-S.ERB.L.bur.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,20.8,normal,152.9,18.2,normal,174.9,20.7,lognormal,218.8,0.08
-S.ERB.L.bur.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,20.9,normal,156.9,19.4,lognormal,179.5,0.13,normal,249.1,22.3
-S.ERB.L.bur.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,16.5,normal,134.3,13.5,normal,153.5,15.5,normal,207.1,19.8
-S.ERB.L.bur.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.1,normal,134.0,16.0,normal,156.1,20.4,lognormal,221.6,0.16
-S.ERB.L.bur.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,17.9,normal,143.4,15.2,lognormal,162.9,0.11,lognormal,225.0,0.11
-S.ERB.L.bur.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,20.2,normal,151.3,17.3,normal,175.3,21.2,normal,234.6,20.7
-S.ERB.L.bur.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,21.8,normal,159.1,20.4,lognormal,182.1,0.15,normal,249.5,21.4
-S.ERB.L.bur.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,17.7,normal,139.0,15.8,normal,161.5,19.5,normal,211.7,21.6
-S.ERB.L.bur.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,19.5,normal,135.8,17.5,lognormal,158.1,0.15,normal,228.1,28.7
-S.ERB.L.bur.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,19.8,lognormal,147.4,0.13,normal,170.4,21.8,normal,218.9,17.9
-S.ERB.L.bur.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.3,21.3,lognormal,155.5,0.14,normal,177.1,22.0,normal,247.1,27.7
-S.ERB.L.bur.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.1,21.2,normal,156.7,18.9,lognormal,181.1,0.14,lognormal,250.0,0.12
-S.ERB.L.bur.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,16.9,normal,136.7,14.4,normal,156.3,16.6,lognormal,210.7,0.11
-S.ERB.L.bur.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,18.9,normal,135.6,17.3,normal,157.5,21.3,lognormal,227.7,0.17
-S.ERB.L.bur.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,18.5,normal,145.2,16.4,normal,167.5,19.9,normal,216.8,17.6
-S.ERB.L.bur.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,21.0,normal,153.0,18.3,normal,176.0,21.9,normal,226.3,16.8
-S.ERB.L.bur.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,20.4,normal,156.3,18.9,normal,178.2,20.9,normal,219.3,13.9
-S.ERB.L.bur.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.7,normal,132.3,13.0,normal,149.9,13.5,normal,193.7,17.0
-S.ERB.L.bur.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,18.0,normal,133.6,16.4,normal,153.7,19.2,lognormal,203.0,0.14
-S.ERB.L.bur.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,17.2,normal,141.5,14.7,normal,159.3,14.5,normal,208.5,19.7
-S.ERB.L.bur.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,19.8,normal,149.6,16.1,normal,170.9,18.2,normal,217.1,18.3
-S.ERB.L.bur.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,22.4,normal,157.5,19.9,lognormal,180.7,0.15,normal,225.3,16.4
-S.ERB.L.bur.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.3,normal,137.6,15.0,normal,158.0,17.8,lognormal,200.1,0.11
-S.ERB.L.bur.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,19.5,normal,135.6,17.6,normal,156.4,20.4,normal,213.4,25.5
-S.ERB.L.bur.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,19.6,normal,145.7,16.9,lognormal,167.7,0.13,lognormal,210.5,0.1
-S.ERB.L.bur.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.5,20.8,lognormal,153.5,0.13,normal,175.7,21.6,normal,220.8,17.5
-S.ERB.L.bur.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,21.6,normal,156.6,18.9,lognormal,179.7,0.14,normal,228.5,19.7
-S.ERB.L.bur.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.3,normal,135.0,13.7,normal,153.0,14.2,normal,193.3,16.4
-S.ERB.L.bur.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,18.7,normal,134.3,16.4,lognormal,155.4,0.14,lognormal,212.1,0.16
-S.ERB.L.bur.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,18.3,normal,144.0,15.9,normal,164.2,17.5,normal,206.3,17.7
-S.ERB.L.bur.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,19.9,normal,152.7,18.2,normal,173.3,19.4,lognormal,219.8,0.09
-S.ERB.L.bur.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.0,20.8,normal,156.1,18.6,normal,177.5,19.2,normal,243.1,24.5
-S.ERB.L.bur.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,16.3,normal,132.3,12.9,normal,150.6,14.3,lognormal,203.9,0.1
-S.ERB.L.bur.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,17.8,normal,134.2,16.8,lognormal,155.2,0.14,normal,213.6,25.1
-S.ERB.L.bur.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.8,17.0,normal,142.1,14.9,normal,160.5,15.3,normal,220.0,21.8
-S.ERB.L.bur.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,19.4,lognormal,150.8,0.12,normal,172.0,18.7,normal,231.0,18.3
-S.ERB.L.bur.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,22.1,normal,158.4,19.3,lognormal,182.3,0.14,normal,248.8,23.2
-S.ERB.L.bur.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.3,normal,138.0,15.1,normal,159.2,17.8,normal,204.2,17.8
-S.ERB.L.bur.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,19.6,lognormal,137.2,0.15,lognormal,158.6,0.15,normal,221.3,25.6
-S.ERB.L.bur.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,19.6,normal,145.7,17.0,lognormal,170.5,0.14,normal,212.3,16.0
-S.ERB.L.bur.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,20.6,normal,153.8,19.5,normal,178.5,23.9,normal,226.7,16.5
-S.ERB.L.bur.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,20.9,normal,157.9,20.0,lognormal,180.2,0.14,normal,244.1,22.1
-S.ERB.L.bur.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,15.9,normal,135.6,14.3,normal,154.5,15.3,lognormal,201.9,0.09
-S.ERB.L.bur.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,18.8,normal,135.1,17.4,lognormal,158.8,0.16,normal,215.3,26.6
-S.ERB.L.bur.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,18.1,normal,144.0,15.8,normal,165.4,18.1,normal,213.0,16.0
-S.ERB.L.bur.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,20.8,normal,152.7,18.2,normal,176.2,22.0,normal,228.5,19.2
-S.ERB.L.bur.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,22.7,lognormal,159.4,0.15,lognormal,183.1,0.15,lognormal,250.0,0.07
-S.ERB.L.bur.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,21.6,lognormal,144.3,0.15,normal,166.4,23.0,normal,221.5,14.6
-S.ERB.L.bur.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.4,19.9,lognormal,136.8,0.15,lognormal,158.2,0.15,normal,213.9,15.1
-S.ERB.L.bur.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.6,lognormal,150.6,0.15,normal,170.9,21.3,normal,249.1,22.4
-S.ERB.L.bur.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.5,22.9,normal,156.2,20.2,lognormal,178.4,0.14,lognormal,250.0,0.09
-S.ERB.L.bur.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.3,22.9,lognormal,159.0,0.14,lognormal,185.1,0.16,lognormal,250.0,0.06
-S.ERB.L.bur.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,21.2,lognormal,144.3,0.15,normal,165.2,21.5,normal,243.4,23.8
-S.ERB.L.bur.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.5,19.9,lognormal,137.3,0.15,lognormal,159.1,0.16,normal,218.8,16.0
-S.ERB.L.bur.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.7,21.9,lognormal,150.4,0.15,normal,171.5,21.6,lognormal,250.0,0.09
-S.ERB.L.bur.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.1,22.3,lognormal,156.2,0.15,normal,178.8,23.8,lognormal,250.0,0.06
-S.ERB.L.bur.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.2,22.9,lognormal,159.5,0.14,lognormal,182.9,0.15,lognormal,250.0,0.06
-S.ERB.L.bur.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,20.9,lognormal,145.1,0.15,lognormal,166.3,0.15,normal,220.6,12.6
-S.ERB.L.bur.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,20.3,normal,136.6,18.0,lognormal,158.5,0.15,normal,225.0,20.0
-S.ERB.L.bur.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.0,22.0,lognormal,150.5,0.15,normal,170.9,22.1,lognormal,250.0,0.09
-S.ERB.L.bur.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,142.0,23.5,lognormal,156.1,0.15,lognormal,179.3,0.15,lognormal,250.0,0.06
-S.ERB.L.bur.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.9,24.5,normal,160.3,21.5,lognormal,183.0,0.15,normal,250.0,20.0
-S.ERB.L.bur.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,20.8,lognormal,144.7,0.15,lognormal,165.9,0.15,normal,248.7,23.3
-S.ERB.L.bur.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,20.1,lognormal,137.3,0.15,lognormal,158.7,0.16,normal,225.4,19.3
-S.ERB.L.bur.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.8,21.9,lognormal,150.4,0.14,lognormal,173.3,0.15,normal,250.3,19.3
-S.ERB.L.bur.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.6,22.8,lognormal,156.4,0.15,normal,177.7,23.8,lognormal,250.0,0.06
-S.ERB.L.bur.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,23.1,normal,158.9,21.1,normal,183.4,25.5,lognormal,250.0,0.06
-S.ERB.L.bur.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,20.8,lognormal,144.9,0.15,lognormal,166.6,0.15,lognormal,250.0,0.09
-S.ERB.L.bur.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,20.0,lognormal,137.1,0.15,lognormal,159.9,0.16,normal,231.1,18.2
-S.ERB.L.bur.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,21.9,lognormal,149.9,0.15,normal,172.8,24.1,lognormal,250.0,0.07
-S.ERB.L.bur.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.2,22.6,lognormal,156.3,0.15,lognormal,178.9,0.15,lognormal,250.0,0.06
-S.ERB.L.bur.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.8,23.2,lognormal,159.2,0.15,lognormal,183.0,0.15,lognormal,250.0,0.06
-S.ERB.L.bur.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.5,21.0,lognormal,145.1,0.15,normal,165.3,22.1,lognormal,250.0,0.08
-S.ERB.L.bur.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,20.1,lognormal,137.1,0.15,lognormal,159.1,0.16,normal,232.0,16.6
-S.ERB.L.bur.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,22.3,lognormal,150.7,0.15,lognormal,173.4,0.15,lognormal,250.0,0.06
-S.ERB.L.bur.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,23.4,normal,155.9,20.5,lognormal,179.2,0.15,lognormal,250.0,0.06
-S.ERB.L.spm.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,12.4,normal,121.4,9.6,normal,131.7,9.0,lognormal,202.4,0.12
-S.ERB.L.spm.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,9.7,lognormal,97.3,0.09,normal,105.7,7.5,lognormal,175.2,0.19
-S.ERB.L.spm.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.5,lognormal,100.7,0.1,normal,113.3,9.9,lognormal,181.7,0.1
-S.ERB.L.spm.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,11.0,normal,106.0,8.9,normal,115.2,7.8,lognormal,187.0,0.18
-S.ERB.L.spm.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,11.7,normal,115.3,9.0,normal,124.7,7.6,lognormal,196.3,0.14
-S.ERB.L.spm.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,13.2,normal,125.8,9.5,normal,139.4,9.9,normal,220.4,17.2
-S.ERB.L.spm.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.5,normal,102.6,8.9,normal,112.8,8.2,normal,189.8,14.8
-S.ERB.L.spm.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.8,normal,106.7,10.4,normal,124.2,12.1,normal,181.4,17.8
-S.ERB.L.spm.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,11.6,normal,111.4,9.3,normal,122.4,8.4,normal,203.9,16.8
-S.ERB.L.spm.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,11.9,normal,121.0,10.2,normal,132.7,9.5,normal,217.6,20.1
-S.ERB.L.spm.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,13.2,normal,123.4,9.2,normal,135.1,9.0,normal,216.6,14.3
-S.ERB.L.spm.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.8,10.2,normal,100.0,8.7,lognormal,109.5,0.08,normal,189.7,16.1
-S.ERB.L.spm.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,11.0,normal,103.8,10.1,lognormal,119.0,0.1,lognormal,179.7,0.1
-S.ERB.L.spm.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,11.7,normal,108.9,9.0,normal,119.0,8.7,normal,200.6,16.0
-S.ERB.L.spm.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,12.5,normal,118.3,9.6,lognormal,128.5,0.07,normal,213.5,17.7
-S.ERB.L.spm.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,12.4,normal,121.4,9.7,normal,131.6,8.9,normal,201.0,21.2
-S.ERB.L.spm.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.4,9.9,lognormal,97.4,0.09,normal,105.7,7.5,lognormal,175.3,0.19
-S.ERB.L.spm.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.5,lognormal,100.8,0.1,normal,113.1,9.7,normal,189.6,15.4
-S.ERB.L.spm.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.7,11.0,normal,106.0,8.8,normal,115.0,7.5,lognormal,189.1,0.19
-S.ERB.L.spm.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,11.9,normal,115.4,9.0,normal,124.6,7.5,lognormal,194.1,0.14
-S.ERB.L.spm.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,13.0,normal,126.2,9.8,normal,139.6,10.1,normal,247.6,26.1
-S.ERB.L.spm.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,10.5,normal,102.5,8.9,normal,112.9,8.4,normal,205.0,18.2
-S.ERB.L.spm.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.1,11.6,normal,106.9,10.5,normal,124.5,12.2,lognormal,192.8,0.11
-S.ERB.L.spm.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,11.4,normal,111.5,9.5,normal,122.9,9.0,normal,216.8,18.1
-S.ERB.L.spm.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,12.3,normal,121.0,10.0,normal,132.5,9.4,normal,227.1,17.0
-S.ERB.L.spm.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,13.0,normal,123.7,9.6,normal,135.1,9.1,normal,220.7,14.1
-S.ERB.L.spm.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,10.1,normal,100.1,8.6,lognormal,109.6,0.08,normal,198.2,19.1
-S.ERB.L.spm.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,11.2,normal,103.8,10.0,lognormal,119.1,0.1,lognormal,189.3,0.1
-S.ERB.L.spm.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,11.7,normal,108.9,9.3,normal,119.1,8.6,normal,207.9,15.9
-S.ERB.L.spm.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,12.3,normal,118.2,9.6,lognormal,128.5,0.07,normal,222.3,18.6
-S.ERB.L.spm.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.0,14.4,normal,127.1,11.1,lognormal,140.3,0.09,lognormal,216.9,0.09
-S.ERB.L.spm.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,11.7,normal,104.3,10.4,lognormal,114.7,0.1,normal,188.5,21.1
-S.ERB.L.spm.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,12.7,lognormal,108.3,0.12,normal,122.6,13.1,normal,183.0,16.4
-S.ERB.L.spm.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,12.6,normal,113.0,10.7,normal,123.9,11.0,normal,200.5,20.3
-S.ERB.L.spm.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,13.0,normal,121.9,11.1,lognormal,134.1,0.1,lognormal,211.8,0.1
-S.ERB.L.spm.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,14.6,normal,132.9,12.8,normal,149.4,14.5,normal,233.5,22.9
-S.ERB.L.spm.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,12.7,lognormal,110.3,0.11,lognormal,122.8,0.11,lognormal,191.7,0.09
-S.ERB.L.spm.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.8,normal,114.2,13.0,lognormal,133.5,0.13,normal,187.7,21.2
-S.ERB.L.spm.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,13.3,lognormal,118.9,0.11,lognormal,132.8,0.1,normal,203.5,16.6
-S.ERB.L.spm.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,14.0,normal,127.1,11.7,normal,143.1,14.1,normal,218.1,19.4
-S.ERB.L.spm.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,14.6,normal,130.6,12.0,lognormal,146.0,0.1,normal,220.8,15.7
-S.ERB.L.spm.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.0,lognormal,107.5,0.11,lognormal,119.3,0.11,lognormal,193.4,0.09
-S.ERB.L.spm.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,13.7,normal,111.6,12.6,normal,129.0,14.9,lognormal,181.6,0.1
-S.ERB.L.spm.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,12.9,normal,115.9,11.2,lognormal,128.3,0.1,normal,202.5,17.5
-S.ERB.L.spm.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,13.8,normal,124.8,11.2,lognormal,138.8,0.1,normal,213.7,15.4
-S.ERB.L.spm.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,14.0,normal,127.2,11.1,lognormal,140.0,0.09,normal,218.2,18.5
-S.ERB.L.spm.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,11.6,normal,104.4,10.5,lognormal,114.5,0.1,normal,194.9,24.2
-S.ERB.L.spm.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,12.8,lognormal,108.3,0.12,normal,123.0,13.2,normal,192.1,17.3
-S.ERB.L.spm.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,12.5,normal,113.0,10.9,normal,124.2,11.0,normal,203.4,21.1
-S.ERB.L.spm.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,13.4,normal,122.4,11.5,normal,133.8,11.9,normal,217.7,23.0
-S.ERB.L.spm.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,14.6,lognormal,132.6,0.1,normal,149.3,13.9,normal,239.4,21.2
-S.ERB.L.spm.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,12.5,lognormal,110.3,0.11,normal,122.9,12.1,normal,204.4,18.1
-S.ERB.L.spm.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.9,normal,114.5,13.2,lognormal,134.3,0.13,normal,192.3,18.0
-S.ERB.L.spm.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,13.2,lognormal,119.0,0.11,lognormal,132.5,0.1,normal,211.8,14.5
-S.ERB.L.spm.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,14.5,normal,126.9,11.7,lognormal,143.2,0.1,normal,224.9,16.8
-S.ERB.L.spm.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,15.3,normal,130.6,12.0,lognormal,145.3,0.1,normal,236.4,17.3
-S.ERB.L.spm.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,12.1,lognormal,107.7,0.11,lognormal,119.3,0.11,normal,203.4,16.0
-S.ERB.L.spm.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,13.5,lognormal,111.5,0.12,lognormal,129.0,0.12,lognormal,191.9,0.11
-S.ERB.L.spm.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,12.8,normal,116.0,11.0,lognormal,128.4,0.1,normal,215.3,18.2
-S.ERB.L.spm.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,13.8,normal,124.8,11.3,lognormal,138.3,0.09,lognormal,225.0,0.08
-S.ERB.L.spm.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,14.8,normal,135.3,13.1,normal,151.8,14.1,normal,230.0,19.9
-S.ERB.L.spm.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,11.7,normal,111.9,10.6,normal,124.6,10.3,normal,191.6,15.6
-S.ERB.L.spm.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,14.4,normal,116.6,12.6,normal,132.8,13.5,lognormal,184.7,0.1
-S.ERB.L.spm.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,13.1,normal,121.1,11.5,lognormal,134.5,0.09,normal,204.1,16.0
-S.ERB.L.spm.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,14.3,normal,129.6,12.1,normal,145.6,13.2,normal,214.0,14.0
-S.ERB.L.spm.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,16.8,normal,140.5,15.2,normal,160.2,17.8,normal,232.5,23.5
-S.ERB.L.spm.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,13.2,normal,118.8,12.1,normal,134.8,12.7,normal,192.7,16.8
-S.ERB.L.spm.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.8,normal,121.6,14.9,lognormal,141.0,0.14,normal,190.3,20.3
-S.ERB.L.spm.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.4,normal,126.6,12.6,lognormal,145.2,0.11,normal,203.7,16.5
-S.ERB.L.spm.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.3,normal,135.8,14.4,normal,154.7,16.9,normal,213.3,15.8
-S.ERB.L.spm.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,15.5,normal,138.3,14.8,normal,156.1,15.8,normal,218.2,15.2
-S.ERB.L.spm.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,12.4,normal,115.2,11.0,lognormal,129.6,0.1,normal,192.7,15.6
-S.ERB.L.spm.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,15.2,normal,119.5,13.6,normal,138.4,16.5,normal,186.1,19.7
-S.ERB.L.spm.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,13.4,normal,123.6,12.1,normal,139.4,12.9,normal,204.2,17.8
-S.ERB.L.spm.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,15.1,normal,132.5,13.2,normal,150.1,14.7,normal,215.2,17.6
-S.ERB.L.spm.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,14.8,normal,135.2,12.8,normal,152.0,14.7,normal,235.6,18.8
-S.ERB.L.spm.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,11.9,normal,112.3,11.0,normal,124.5,10.2,normal,199.2,16.4
-S.ERB.L.spm.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,14.5,normal,116.7,12.7,normal,132.9,13.4,normal,193.8,17.7
-S.ERB.L.spm.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,13.1,lognormal,121.0,0.1,normal,134.7,11.9,lognormal,210.3,0.08
-S.ERB.L.spm.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,14.0,normal,129.9,12.5,normal,145.4,12.8,normal,218.7,13.2
-S.ERB.L.spm.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,16.8,normal,140.6,15.3,normal,159.9,17.2,lognormal,235.0,0.09
-S.ERB.L.spm.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.4,13.7,lognormal,118.8,0.11,normal,134.3,12.5,normal,204.9,18.2
-S.ERB.L.spm.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.8,normal,121.9,14.8,normal,141.5,17.9,normal,194.3,17.0
-S.ERB.L.spm.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.3,normal,126.5,12.5,normal,144.9,14.6,normal,212.3,16.1
-S.ERB.L.spm.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.5,normal,135.8,14.7,normal,154.6,16.9,normal,226.9,17.2
-S.ERB.L.spm.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,15.5,normal,138.3,14.5,normal,156.1,15.5,normal,231.9,16.8
-S.ERB.L.spm.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.7,normal,115.2,11.0,normal,129.4,11.8,normal,205.1,17.1
-S.ERB.L.spm.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,15.2,normal,119.2,13.7,lognormal,138.6,0.13,lognormal,189.8,0.09
-S.ERB.L.spm.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,13.8,normal,123.8,11.8,lognormal,139.9,0.1,normal,215.7,18.1
-S.ERB.L.spm.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,15.2,normal,132.7,13.2,normal,150.7,14.8,lognormal,230.0,0.09
-S.ERB.L.spm.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.1,lognormal,148.3,0.15,normal,166.1,21.7,lognormal,250.0,0.11
-S.ERB.L.spm.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,20.0,lognormal,133.6,0.15,lognormal,150.4,0.15,normal,206.3,16.0
-S.ERB.L.spm.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,19.2,lognormal,126.8,0.15,normal,141.7,18.1,lognormal,190.9,0.1
-S.ERB.L.spm.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,20.3,lognormal,138.7,0.15,lognormal,156.3,0.14,lognormal,220.0,0.09
-S.ERB.L.spm.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,21.5,lognormal,145.0,0.15,normal,162.3,21.6,lognormal,230.0,0.09
-S.ERB.L.spm.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,22.8,lognormal,148.8,0.15,lognormal,167.7,0.15,lognormal,250.0,0.07
-S.ERB.L.spm.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.1,lognormal,133.9,0.15,lognormal,152.4,0.16,lognormal,219.8,0.09
-S.ERB.L.spm.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.7,0.18,lognormal,126.8,0.15,lognormal,145.0,0.16,normal,197.1,15.5
-S.ERB.L.spm.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,20.2,lognormal,139.4,0.15,normal,158.5,22.0,normal,232.5,15.8
-S.ERB.L.spm.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,21.8,lognormal,144.7,0.15,normal,164.4,22.9,lognormal,250.0,0.09
-S.ERB.L.spm.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,22.1,lognormal,147.8,0.15,normal,167.1,23.1,lognormal,250.0,0.08
-S.ERB.L.spm.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,19.5,lognormal,133.6,0.15,lognormal,152.4,0.16,normal,209.8,14.3
-S.ERB.L.spm.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.7,0.18,lognormal,126.5,0.15,lognormal,143.8,0.15,normal,191.7,14.8
-S.ERB.L.spm.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,20.5,lognormal,139.6,0.15,lognormal,158.7,0.16,normal,227.0,17.0
-S.ERB.L.spm.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.6,0.18,lognormal,144.8,0.15,lognormal,164.8,0.16,normal,249.6,21.0
-S.ERB.L.spm.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.9,0.18,lognormal,148.3,0.16,normal,166.0,21.7,normal,249.6,20.9
-S.ERB.L.spm.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,20.0,lognormal,134.1,0.15,lognormal,150.2,0.14,normal,212.7,16.8
-S.ERB.L.spm.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,18.5,lognormal,126.4,0.15,normal,141.4,18.1,normal,194.8,16.1
-S.ERB.L.spm.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,20.3,lognormal,138.9,0.15,normal,155.7,20.3,normal,226.9,17.2
-S.ERB.L.spm.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,21.2,lognormal,143.9,0.15,lognormal,163.2,0.15,normal,248.8,23.1
-S.ERB.L.spm.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,22.5,lognormal,148.3,0.15,lognormal,167.4,0.15,lognormal,250.0,0.07
-S.ERB.L.spm.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,20.6,lognormal,133.8,0.15,lognormal,152.2,0.16,normal,222.1,17.4
-S.ERB.L.spm.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,18.9,lognormal,126.7,0.15,lognormal,144.5,0.15,normal,199.7,15.8
-S.ERB.L.spm.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,19.9,lognormal,138.5,0.15,lognormal,158.7,0.16,normal,235.8,18.4
-S.ERB.L.spm.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.5,lognormal,144.6,0.15,normal,164.1,22.9,lognormal,250.0,0.07
-S.ERB.L.spm.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,22.2,lognormal,148.5,0.16,lognormal,168.6,0.16,lognormal,250.0,0.06
-S.ERB.L.spm.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,19.8,lognormal,133.6,0.15,lognormal,152.3,0.16,normal,219.0,18.0
-S.ERB.L.spm.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.8,0.18,lognormal,127.5,0.16,lognormal,143.8,0.15,lognormal,194.7,0.08
-S.ERB.L.spm.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,20.7,lognormal,139.1,0.15,lognormal,158.1,0.15,lognormal,230.0,0.07
-S.ERB.L.spm.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,21.0,lognormal,144.8,0.15,normal,163.5,21.7,normal,250.3,19.3
-S.ERB.L.spm.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,20.6,lognormal,146.9,0.15,lognormal,167.6,0.16,normal,233.8,22.2
-S.ERB.L.spm.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,17.1,normal,130.8,15.9,normal,148.3,18.3,normal,199.2,19.3
-S.ERB.L.spm.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,17.8,lognormal,126.2,0.15,lognormal,143.5,0.15,normal,208.5,22.2
-S.ERB.L.spm.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,18.9,lognormal,137.7,0.14,lognormal,158.0,0.16,normal,208.3,18.1
-S.ERB.L.spm.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,19.9,lognormal,143.9,0.15,lognormal,163.6,0.15,normal,225.0,20.0
-S.ERB.L.spm.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,21.6,lognormal,147.7,0.15,normal,168.7,23.9,normal,248.1,24.9
-S.ERB.L.spm.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,18.6,normal,132.8,17.4,normal,151.1,20.0,lognormal,206.5,0.11
-S.ERB.L.spm.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,18.7,lognormal,127.1,0.15,lognormal,144.1,0.15,normal,221.7,26.1
-S.ERB.L.spm.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,19.7,lognormal,139.0,0.15,lognormal,157.6,0.15,normal,221.5,22.4
-S.ERB.L.spm.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,20.8,lognormal,143.9,0.15,lognormal,164.3,0.16,normal,234.1,21.6
-S.ERB.L.spm.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,21.5,normal,146.4,19.3,lognormal,167.8,0.16,normal,239.7,20.7
-S.ERB.L.spm.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,18.1,lognormal,131.6,0.14,lognormal,151.0,0.15,lognormal,202.7,0.12
-S.ERB.L.spm.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.5,18.4,lognormal,126.6,0.15,lognormal,144.1,0.15,normal,212.7,24.4
-S.ERB.L.spm.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.6,18.8,lognormal,137.6,0.14,lognormal,157.5,0.15,normal,210.5,16.8
-S.ERB.L.spm.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.9,lognormal,144.6,0.15,normal,164.0,22.7,normal,217.1,15.8
-S.ERB.L.spm.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,20.6,normal,146.2,19.0,lognormal,167.7,0.15,lognormal,250.0,0.11
-S.ERB.L.spm.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,17.2,normal,130.5,16.0,normal,149.0,18.5,normal,203.6,15.6
-S.ERB.L.spm.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,17.7,lognormal,126.2,0.15,lognormal,144.2,0.16,lognormal,222.2,0.15
-S.ERB.L.spm.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,18.8,normal,137.6,18.2,lognormal,156.6,0.15,normal,217.5,17.6
-S.ERB.L.spm.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.7,normal,143.5,18.9,normal,163.2,22.0,normal,247.5,26.6
-S.ERB.L.spm.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,21.7,lognormal,147.7,0.15,normal,167.3,22.5,normal,249.3,21.9
-S.ERB.L.spm.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,18.7,normal,132.5,17.6,lognormal,152.7,0.16,normal,211.6,19.5
-S.ERB.L.spm.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,18.6,lognormal,126.3,0.15,lognormal,144.2,0.15,normal,236.9,30.2
-S.ERB.L.spm.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,19.6,normal,138.5,18.6,lognormal,158.1,0.15,normal,217.9,16.3
-S.ERB.L.spm.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.6,21.5,lognormal,144.7,0.15,lognormal,163.3,0.15,lognormal,250.0,0.12
-S.ERB.L.spm.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,21.3,lognormal,148.5,0.16,lognormal,168.0,0.15,normal,249.1,22.4
-S.ERB.L.spm.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.1,18.4,lognormal,131.9,0.14,normal,150.8,19.9,lognormal,207.5,0.1
-S.ERB.L.spm.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.6,18.5,lognormal,126.4,0.15,lognormal,143.8,0.15,normal,227.8,30.8
-S.ERB.L.spm.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,19.1,lognormal,137.8,0.14,lognormal,157.5,0.15,normal,219.2,19.4
-S.ERB.L.spm.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,20.9,lognormal,145.1,0.15,normal,163.5,22.6,normal,242.7,25.4
-S.ERB.L.spm.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.4,20.6,normal,146.2,18.8,lognormal,167.2,0.15,normal,234.3,21.4
-S.ERB.L.spm.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,16.4,normal,129.1,15.6,normal,146.6,17.0,lognormal,197.7,0.1
-S.ERB.L.spm.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,17.8,normal,125.7,16.4,lognormal,144.1,0.16,normal,206.1,23.7
-S.ERB.L.spm.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,18.1,normal,136.3,16.7,lognormal,155.5,0.14,normal,209.4,18.9
-S.ERB.L.spm.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,19.5,lognormal,143.2,0.15,normal,163.6,22.2,normal,218.9,17.7
-S.ERB.L.spm.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,21.3,lognormal,147.5,0.15,lognormal,167.7,0.16,lognormal,250.0,0.12
-S.ERB.L.spm.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,18.3,normal,131.8,17.0,lognormal,151.7,0.15,normal,204.2,20.7
-S.ERB.L.spm.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,18.7,lognormal,126.8,0.15,lognormal,144.4,0.16,normal,215.8,23.7
-S.ERB.L.spm.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,19.9,normal,138.0,18.1,lognormal,157.6,0.16,normal,211.6,16.6
-S.ERB.L.spm.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,20.8,lognormal,144.6,0.15,lognormal,164.1,0.15,lognormal,227.4,0.1
-S.ERB.L.spm.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,20.8,lognormal,147.8,0.15,normal,165.5,21.6,normal,220.5,13.9
-S.ERB.L.spm.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,17.0,normal,130.5,16.3,normal,148.4,18.4,lognormal,199.4,0.11
-S.ERB.L.spm.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,17.8,lognormal,126.9,0.15,lognormal,143.8,0.15,normal,210.4,24.0
-S.ERB.L.spm.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,18.8,lognormal,137.5,0.14,lognormal,156.4,0.15,normal,207.3,16.6
-S.ERB.L.spm.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.5,20.5,lognormal,143.2,0.14,lognormal,163.6,0.15,normal,218.0,15.7
-S.ERB.L.spm.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,21.2,normal,146.6,18.9,lognormal,167.1,0.15,normal,236.9,16.5
-S.ERB.L.spm.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,16.4,normal,129.1,15.0,normal,146.9,17.4,normal,207.8,18.9
-S.ERB.L.spm.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,17.7,lognormal,126.3,0.15,lognormal,143.5,0.15,normal,216.6,26.5
-S.ERB.L.spm.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.7,normal,136.0,16.6,normal,155.7,20.3,normal,215.9,16.6
-S.ERB.L.spm.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.9,20.1,normal,143.0,18.5,normal,163.0,21.5,normal,224.8,16.8
-S.ERB.L.spm.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,21.0,normal,146.8,19.5,lognormal,167.1,0.15,normal,248.7,23.4
-S.ERB.L.spm.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,122.0,18.2,normal,131.6,16.8,lognormal,150.8,0.15,lognormal,215.4,0.12
-S.ERB.L.spm.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,18.9,lognormal,126.9,0.15,lognormal,144.9,0.16,normal,230.5,27.8
-S.ERB.L.spm.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,19.3,lognormal,138.3,0.15,lognormal,157.7,0.15,normal,217.5,16.6
-S.ERB.L.spm.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,20.2,lognormal,144.2,0.15,lognormal,164.8,0.15,normal,247.7,26.0
-S.ERB.L.spm.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.1,20.7,lognormal,147.0,0.15,lognormal,167.7,0.16,normal,249.0,22.5
-S.ERB.L.spm.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,17.5,normal,131.1,16.5,normal,148.7,18.5,normal,206.7,18.3
-S.ERB.L.spm.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,17.9,lognormal,126.0,0.15,lognormal,144.2,0.15,lognormal,217.8,0.13
-S.ERB.L.spm.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,18.7,normal,137.5,18.3,lognormal,157.1,0.15,normal,217.7,17.8
-S.ERB.L.spm.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,20.8,normal,143.6,19.0,normal,164.0,22.7,lognormal,250.0,0.13
-S.ERB.L.spm.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.0,normal,146.1,18.7,normal,165.5,21.7,normal,228.8,20.8
-S.ERB.L.spm.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,15.8,normal,127.7,14.0,normal,144.5,15.9,normal,192.2,16.4
-S.ERB.L.spm.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.1,lognormal,125.6,0.15,normal,142.6,18.7,normal,203.5,24.9
-S.ERB.L.spm.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.1,normal,135.5,16.5,normal,153.1,18.7,lognormal,204.6,0.09
-S.ERB.L.spm.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.3,19.5,normal,141.8,17.5,normal,161.9,21.1,normal,216.5,16.0
-S.ERB.L.spm.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.3,20.8,lognormal,147.7,0.15,normal,165.7,21.7,normal,222.3,13.6
-S.ERB.L.spm.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,17.3,normal,130.7,16.0,normal,150.0,19.5,lognormal,199.7,0.11
-S.ERB.L.spm.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.4,18.4,lognormal,126.7,0.15,lognormal,144.2,0.16,normal,215.5,26.0
-S.ERB.L.spm.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.3,18.9,lognormal,138.4,0.15,normal,157.2,21.5,normal,206.5,16.2
-S.ERB.L.spm.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.7,20.5,lognormal,143.4,0.14,lognormal,165.0,0.16,normal,224.9,20.1
-S.ERB.L.spm.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,20.2,lognormal,147.4,0.15,normal,166.9,22.4,normal,230.2,19.6
-S.ERB.L.spm.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,16.7,normal,129.5,15.1,normal,147.6,17.8,normal,194.7,17.2
-S.ERB.L.spm.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,17.7,lognormal,126.2,0.15,lognormal,143.5,0.15,normal,206.2,25.2
-S.ERB.L.spm.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.8,18.8,normal,136.2,16.8,normal,154.8,19.4,lognormal,204.6,0.09
-S.ERB.L.spm.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,19.6,lognormal,143.0,0.14,lognormal,163.7,0.16,normal,215.4,16.9
-S.ERB.L.spm.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,20.0,lognormal,146.5,0.14,normal,166.0,22.2,lognormal,245.0,0.1
-S.ERB.L.spm.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,16.1,normal,127.9,14.0,normal,145.1,15.9,lognormal,204.1,0.1
-S.ERB.L.spm.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.5,normal,125.5,16.6,lognormal,143.3,0.15,normal,211.3,24.9
-S.ERB.L.spm.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,17.2,normal,135.1,16.3,normal,153.7,18.7,lognormal,221.0,0.1
-S.ERB.L.spm.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.4,normal,141.8,17.7,normal,162.3,21.4,normal,220.7,14.6
-S.ERB.L.spm.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.7,21.0,lognormal,147.1,0.15,lognormal,167.4,0.15,normal,249.0,22.4
-S.ERB.L.spm.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,17.8,normal,131.0,16.3,normal,149.7,19.6,lognormal,205.6,0.1
-S.ERB.L.spm.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,18.1,lognormal,126.6,0.15,lognormal,144.9,0.16,normal,228.2,29.9
-S.ERB.L.spm.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,18.7,normal,137.1,17.5,lognormal,158.1,0.16,normal,216.7,18.7
-S.ERB.L.spm.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.2,20.1,lognormal,144.6,0.15,normal,164.5,22.8,normal,230.8,19.9
-S.ERB.L.spm.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.5,20.9,lognormal,146.5,0.14,lognormal,166.5,0.15,normal,243.7,23.0
-S.ERB.L.spm.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,120.1,17.0,normal,129.9,15.6,normal,148.3,18.2,normal,204.0,19.3
-S.ERB.L.spm.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,17.7,lognormal,126.3,0.15,lognormal,144.4,0.16,normal,213.4,24.4
-S.ERB.L.spm.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.3,18.1,normal,137.1,17.4,lognormal,156.0,0.14,normal,211.7,16.4
-S.ERB.L.spm.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,19.9,lognormal,143.7,0.14,lognormal,164.0,0.15,normal,225.6,16.5
-S.ERB.L.spm.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,21.5,lognormal,148.3,0.16,normal,168.7,24.4,lognormal,250.0,0.06
-S.ERB.L.spm.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,19.8,lognormal,134.1,0.15,lognormal,153.1,0.16,normal,234.6,20.6
-S.ERB.L.spm.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.2,lognormal,126.9,0.15,lognormal,144.4,0.15,normal,217.0,18.4
-S.ERB.L.spm.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,21.0,lognormal,139.5,0.15,lognormal,158.4,0.15,lognormal,250.0,0.11
-S.ERB.L.spm.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.6,22.0,lognormal,145.2,0.15,lognormal,164.7,0.16,normal,250.3,19.1
-S.ERB.L.spm.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.7,0.18,lognormal,149.0,0.16,lognormal,167.8,0.15,lognormal,250.0,0.08
-S.ERB.L.spm.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.5,20.6,lognormal,133.8,0.15,lognormal,151.9,0.15,normal,247.6,26.1
-S.ERB.L.spm.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,19.1,lognormal,127.2,0.15,lognormal,145.0,0.16,normal,218.9,16.3
-S.ERB.L.spm.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,20.3,lognormal,139.3,0.15,normal,158.6,22.0,normal,249.4,21.6
-S.ERB.L.spm.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,21.7,lognormal,144.7,0.15,normal,164.4,22.9,lognormal,250.0,0.07
-S.ERB.L.spm.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,22.0,lognormal,147.6,0.15,normal,166.9,23.0,lognormal,250.0,0.06
-S.ERB.L.spm.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,19.4,lognormal,133.6,0.15,lognormal,152.2,0.16,lognormal,250.0,0.12
-S.ERB.L.spm.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,19.2,lognormal,126.7,0.15,lognormal,145.0,0.16,lognormal,220.4,0.09
-S.ERB.L.spm.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,20.4,lognormal,138.8,0.15,lognormal,158.2,0.16,normal,249.9,20.3
-S.ERB.L.spm.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,21.5,lognormal,144.8,0.15,lognormal,164.6,0.16,lognormal,250.0,0.07
-S.ERB.L.spm.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.8,0.18,lognormal,147.8,0.15,lognormal,167.2,0.15,lognormal,250.0,0.06
-S.ERB.L.spm.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,19.9,lognormal,133.4,0.15,lognormal,152.8,0.16,lognormal,250.0,0.11
-S.ERB.L.spm.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,19.1,lognormal,126.7,0.15,lognormal,144.7,0.15,normal,222.9,17.1
-S.ERB.L.spm.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.7,20.3,normal,138.4,18.4,lognormal,158.8,0.16,lognormal,250.0,0.08
-S.ERB.L.spm.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.8,21.5,lognormal,144.1,0.15,lognormal,165.8,0.16,lognormal,250.0,0.06
-S.ERB.L.spm.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,22.4,lognormal,148.3,0.15,lognormal,167.5,0.15,lognormal,250.0,0.06
-S.ERB.L.spm.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.4,lognormal,134.0,0.15,lognormal,152.9,0.16,normal,250.0,20.0
-S.ERB.L.spm.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,18.8,lognormal,126.4,0.15,lognormal,144.2,0.15,normal,221.4,13.2
-S.ERB.L.spm.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,20.5,lognormal,138.9,0.15,lognormal,158.8,0.16,lognormal,250.0,0.09
-S.ERB.L.spm.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.7,21.6,lognormal,144.7,0.15,normal,164.0,22.7,lognormal,250.0,0.07
-S.ERB.L.spm.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,22.0,lognormal,148.6,0.16,lognormal,168.8,0.16,lognormal,250.0,0.06
-S.ERB.L.spm.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,19.6,lognormal,133.2,0.15,lognormal,151.9,0.15,lognormal,250.0,0.09
-S.ERB.L.spm.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,18.9,lognormal,126.3,0.15,lognormal,143.6,0.15,normal,222.5,14.9
-S.ERB.L.spm.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,20.6,lognormal,139.2,0.15,lognormal,158.1,0.15,lognormal,250.0,0.07
-S.ERB.L.spm.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,21.0,lognormal,145.1,0.16,normal,163.7,21.9,lognormal,250.0,0.06
-S.ERB.M.bur.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,13.7,normal,118.7,9.8,normal,136.2,8.2,normal,189.9,14.8
-S.ERB.M.bur.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,9.6,normal,96.2,8.2,normal,111.1,7.7,normal,166.2,13.4
-S.ERB.M.bur.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,10.2,normal,98.9,9.0,lognormal,120.4,0.09,normal,165.0,13.3
-S.ERB.M.bur.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,10.9,normal,104.4,8.5,lognormal,120.7,0.07,normal,176.4,14.5
-S.ERB.M.bur.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,12.4,normal,113.2,8.8,normal,129.9,8.3,lognormal,185.3,0.09
-S.ERB.M.bur.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.4,normal,123.2,10.5,lognormal,150.7,0.07,normal,198.7,16.1
-S.ERB.M.bur.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,10.5,normal,101.5,8.8,lognormal,121.2,0.08,normal,175.3,15.3
-S.ERB.M.bur.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,11.7,normal,105.0,10.0,lognormal,143.5,0.12,normal,170.3,13.9
-S.ERB.M.bur.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.3,normal,109.9,9.4,normal,130.4,9.3,lognormal,185.6,0.1
-S.ERB.M.bur.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,13.5,normal,118.5,10.1,normal,142.8,10.4,lognormal,195.1,0.1
-S.ERB.M.bur.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,14.4,normal,121.0,10.2,lognormal,143.4,0.07,normal,194.5,16.3
-S.ERB.M.bur.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,10.0,normal,98.5,8.4,normal,115.1,7.9,normal,172.7,15.8
-S.ERB.M.bur.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.9,lognormal,102.0,0.1,lognormal,129.4,0.1,normal,166.3,13.6
-S.ERB.M.bur.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,11.6,normal,106.9,8.9,normal,124.5,7.9,lognormal,181.0,0.09
-S.ERB.M.bur.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,13.7,normal,115.6,9.1,normal,135.7,9.0,lognormal,189.2,0.09
-S.ERB.M.bur.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,13.7,normal,118.7,9.8,normal,136.2,8.2,normal,189.9,14.8
-S.ERB.M.bur.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.9,9.6,normal,96.2,8.2,normal,111.1,7.7,normal,166.2,13.4
-S.ERB.M.bur.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.3,10.2,normal,98.9,9.0,lognormal,120.4,0.09,normal,165.0,13.3
-S.ERB.M.bur.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,97.5,10.9,normal,104.4,8.5,lognormal,120.7,0.07,normal,176.4,14.5
-S.ERB.M.bur.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,12.4,normal,113.2,8.8,normal,129.9,8.3,lognormal,185.3,0.09
-S.ERB.M.bur.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,14.4,normal,123.2,10.5,lognormal,150.7,0.07,normal,198.7,16.1
-S.ERB.M.bur.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,10.5,normal,101.5,8.8,lognormal,121.2,0.08,normal,175.3,15.3
-S.ERB.M.bur.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,11.7,normal,105.0,10.0,lognormal,143.5,0.12,normal,170.3,13.9
-S.ERB.M.bur.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.3,normal,109.9,9.4,normal,130.4,9.3,lognormal,185.6,0.1
-S.ERB.M.bur.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,13.5,normal,118.5,10.1,normal,142.8,10.4,lognormal,195.1,0.1
-S.ERB.M.bur.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,14.5,normal,121.2,10.4,lognormal,143.4,0.07,normal,196.9,15.8
-S.ERB.M.bur.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,10.1,normal,98.7,8.4,normal,115.0,7.8,normal,175.4,16.0
-S.ERB.M.bur.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,10.9,lognormal,102.2,0.1,lognormal,129.8,0.1,normal,168.1,13.4
-S.ERB.M.bur.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,11.5,normal,107.1,8.9,normal,124.5,8.0,normal,183.3,16.3
-S.ERB.M.bur.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,13.5,normal,115.6,9.2,normal,135.6,9.0,lognormal,191.2,0.09
-S.ERB.M.bur.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.0,normal,122.5,10.6,normal,143.6,11.7,lognormal,191.1,0.09
-S.ERB.M.bur.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.2,10.8,lognormal,101.4,0.1,lognormal,118.3,0.09,lognormal,171.3,0.1
-S.ERB.M.bur.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,12.0,normal,104.5,10.6,normal,126.1,10.4,lognormal,164.6,0.09
-S.ERB.M.bur.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.1,normal,109.5,9.9,normal,126.6,9.2,normal,178.2,14.3
-S.ERB.M.bur.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.2,normal,117.8,10.7,lognormal,136.8,0.08,normal,187.0,16.2
-S.ERB.M.bur.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,15.8,normal,126.8,12.3,lognormal,163.3,0.1,normal,196.6,16.4
-S.ERB.M.bur.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,11.9,normal,106.5,9.8,lognormal,131.2,0.1,normal,174.9,16.2
-S.ERB.M.bur.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,13.3,normal,110.7,11.7,normal,153.2,15.1,normal,169.7,13.6
-S.ERB.M.bur.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,13.0,normal,114.7,10.5,lognormal,143.0,0.11,normal,180.9,14.4
-S.ERB.M.bur.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.5,normal,122.5,11.2,normal,155.5,13.8,lognormal,190.3,0.09
-S.ERB.M.bur.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,14.6,normal,124.8,11.6,normal,153.6,12.1,lognormal,194.3,0.1
-S.ERB.M.bur.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,11.4,normal,104.0,9.7,normal,123.5,10.6,normal,172.0,15.4
-S.ERB.M.bur.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,12.5,normal,108.0,11.6,normal,140.6,14.9,normal,165.8,13.6
-S.ERB.M.bur.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,12.5,normal,112.2,10.2,lognormal,134.2,0.09,normal,179.9,15.5
-S.ERB.M.bur.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,14.1,normal,120.2,11.2,normal,146.0,12.7,lognormal,189.5,0.1
-S.ERB.M.bur.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.0,normal,122.5,10.6,normal,143.6,11.7,lognormal,191.1,0.09
-S.ERB.M.bur.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,94.2,10.8,lognormal,101.4,0.1,lognormal,118.3,0.09,lognormal,171.3,0.1
-S.ERB.M.bur.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.6,12.0,normal,104.5,10.6,normal,126.1,10.4,lognormal,164.6,0.09
-S.ERB.M.bur.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,12.1,normal,109.5,9.9,normal,126.6,9.2,normal,178.2,14.3
-S.ERB.M.bur.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.2,normal,117.8,10.7,lognormal,136.8,0.08,normal,187.0,16.2
-S.ERB.M.bur.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,16.1,normal,127.0,12.4,normal,161.4,13.3,normal,199.3,17.2
-S.ERB.M.bur.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.4,11.9,normal,106.8,10.1,lognormal,131.1,0.1,normal,176.9,16.1
-S.ERB.M.bur.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.0,13.2,lognormal,111.2,0.12,normal,153.6,15.4,normal,171.5,14.1
-S.ERB.M.bur.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,13.0,normal,114.7,10.6,normal,143.3,14.2,lognormal,186.7,0.1
-S.ERB.M.bur.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,15.0,normal,122.7,11.6,normal,155.1,14.1,normal,193.9,16.5
-S.ERB.M.bur.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,14.8,normal,124.6,11.2,normal,153.5,12.4,normal,195.2,17.0
-S.ERB.M.bur.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,11.2,normal,103.8,9.7,normal,123.4,10.6,normal,174.1,15.5
-S.ERB.M.bur.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.9,12.6,lognormal,107.9,0.11,lognormal,141.4,0.12,lognormal,167.6,0.09
-S.ERB.M.bur.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,12.2,lognormal,112.4,0.1,lognormal,133.6,0.09,lognormal,182.6,0.1
-S.ERB.M.bur.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,14.3,normal,120.3,11.1,normal,146.4,12.8,normal,190.7,16.9
-S.ERB.M.bur.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,14.9,normal,126.0,11.8,normal,149.1,12.2,lognormal,190.8,0.09
-S.ERB.M.bur.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,10.9,normal,105.6,9.5,normal,123.8,9.4,normal,170.7,15.3
-S.ERB.M.bur.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,13.2,lognormal,110.0,0.11,lognormal,132.0,0.09,normal,164.0,13.4
-S.ERB.M.bur.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,12.2,normal,113.7,9.8,lognormal,133.3,0.08,normal,178.3,14.8
-S.ERB.M.bur.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.1,normal,121.9,11.4,normal,143.6,11.7,normal,186.8,16.3
-S.ERB.M.bur.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,16.3,normal,130.3,14.4,normal,172.6,14.1,lognormal,196.0,0.1
-S.ERB.M.bur.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,12.6,normal,112.2,10.9,normal,139.7,12.5,normal,172.8,15.6
-S.ERB.M.bur.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,14.4,normal,115.9,13.0,normal,156.5,12.8,lognormal,169.4,0.09
-S.ERB.M.bur.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,13.9,normal,119.8,12.1,lognormal,151.9,0.09,lognormal,181.3,0.1
-S.ERB.M.bur.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,15.9,normal,126.4,12.8,lognormal,164.3,0.09,normal,190.2,17.0
-S.ERB.M.bur.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,16.3,normal,128.3,13.1,normal,161.5,11.9,lognormal,192.1,0.09
-S.ERB.M.bur.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,11.5,lognormal,108.6,0.1,lognormal,131.0,0.09,lognormal,171.1,0.1
-S.ERB.M.bur.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,13.8,normal,112.8,12.1,lognormal,147.3,0.1,normal,165.5,13.9
-S.ERB.M.bur.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,13.1,normal,116.3,10.6,lognormal,142.8,0.09,normal,178.3,15.6
-S.ERB.M.bur.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,14.5,normal,123.7,11.9,normal,154.7,12.1,lognormal,185.9,0.09
-S.ERB.M.bur.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.5,14.9,normal,126.0,11.8,normal,149.1,12.2,lognormal,190.8,0.09
-S.ERB.M.bur.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,10.9,normal,105.6,9.5,normal,123.8,9.4,normal,170.7,15.3
-S.ERB.M.bur.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.4,13.2,lognormal,110.0,0.11,lognormal,132.0,0.09,normal,164.0,13.4
-S.ERB.M.bur.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.0,12.2,normal,113.7,9.8,lognormal,133.3,0.08,normal,178.3,14.8
-S.ERB.M.bur.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,14.1,normal,121.9,11.4,normal,143.6,11.7,normal,186.8,16.3
-S.ERB.M.bur.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,16.6,normal,130.2,14.1,normal,173.2,14.1,normal,196.0,15.8
-S.ERB.M.bur.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,12.8,normal,112.4,11.0,normal,139.9,12.8,lognormal,174.7,0.1
-S.ERB.M.bur.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,14.6,normal,115.6,12.7,normal,157.2,13.0,normal,170.8,14.4
-S.ERB.M.bur.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,13.6,normal,119.6,11.7,normal,152.1,12.5,lognormal,183.6,0.1
-S.ERB.M.bur.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,15.5,normal,126.4,12.9,lognormal,164.2,0.09,lognormal,193.7,0.1
-S.ERB.M.bur.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,16.3,normal,128.3,13.1,normal,161.5,11.9,lognormal,192.1,0.09
-S.ERB.M.bur.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,99.6,11.5,lognormal,108.6,0.1,lognormal,131.0,0.09,lognormal,171.1,0.1
-S.ERB.M.bur.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,13.8,normal,112.8,12.1,lognormal,147.3,0.1,normal,165.5,13.9
-S.ERB.M.bur.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,13.1,normal,116.3,10.6,lognormal,142.8,0.09,normal,178.3,15.6
-S.ERB.M.bur.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,14.5,normal,123.7,11.9,normal,154.7,12.1,lognormal,185.9,0.09
-S.ERB.M.bur.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.7,lognormal,134.0,0.14,lognormal,162.7,0.13,normal,197.2,18.0
-S.ERB.M.bur.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.8,normal,124.7,15.4,lognormal,151.4,0.13,normal,176.8,13.9
-S.ERB.M.bur.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.6,lognormal,121.1,0.14,lognormal,143.3,0.12,normal,166.5,13.5
-S.ERB.M.bur.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,128.5,0.14,lognormal,155.6,0.13,normal,185.9,16.3
-S.ERB.M.bur.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.5,normal,131.4,16.0,lognormal,159.1,0.12,normal,191.6,16.8
-S.ERB.M.bur.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.5,19.4,lognormal,134.8,0.14,normal,199.3,19.5,normal,206.8,16.4
-S.ERB.M.bur.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.1,lognormal,126.6,0.14,normal,176.9,13.1,normal,183.5,13.2
-S.ERB.M.bur.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,17.3,lognormal,123.0,0.15,lognormal,165.3,0.08,lognormal,171.4,0.08
-S.ERB.M.bur.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,18.0,lognormal,129.8,0.14,normal,184.7,14.5,lognormal,192.6,0.08
-S.ERB.M.bur.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.7,19.1,lognormal,133.2,0.14,lognormal,193.7,0.1,normal,204.0,17.9
-S.ERB.M.bur.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.4,lognormal,135.7,0.15,normal,195.6,16.8,lognormal,202.8,0.08
-S.ERB.M.bur.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,18.2,lognormal,126.3,0.15,normal,173.5,12.6,normal,179.8,13.0
-S.ERB.M.bur.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.5,normal,121.9,15.8,normal,162.5,11.4,normal,168.8,12.3
-S.ERB.M.bur.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.2,lognormal,130.1,0.15,normal,182.7,14.4,normal,188.9,14.0
-S.ERB.M.bur.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.4,lognormal,133.7,0.15,normal,190.4,15.3,normal,196.5,14.1
-S.ERB.M.bur.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.7,lognormal,134.0,0.14,lognormal,162.7,0.13,normal,197.2,18.0
-S.ERB.M.bur.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.8,normal,124.7,15.4,lognormal,151.4,0.13,normal,176.8,13.9
-S.ERB.M.bur.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.6,lognormal,121.1,0.14,lognormal,143.3,0.12,normal,166.5,13.5
-S.ERB.M.bur.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,128.5,0.14,lognormal,155.6,0.13,normal,185.9,16.3
-S.ERB.M.bur.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.5,normal,131.4,16.0,lognormal,159.1,0.12,normal,191.6,16.8
-S.ERB.M.bur.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.2,19.2,lognormal,136.1,0.15,normal,200.7,18.5,normal,208.2,16.5
-S.ERB.M.bur.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,18.0,lognormal,126.9,0.15,normal,179.4,14.2,lognormal,185.4,0.08
-S.ERB.M.bur.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,18.0,lognormal,122.7,0.15,normal,167.0,12.2,normal,172.8,13.5
-S.ERB.M.bur.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,130.0,0.14,normal,186.9,14.8,normal,193.5,14.4
-S.ERB.M.bur.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,18.8,lognormal,133.5,0.15,normal,196.9,18.0,normal,203.6,16.0
-S.ERB.M.bur.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.4,lognormal,135.7,0.15,normal,195.6,16.8,lognormal,202.8,0.08
-S.ERB.M.bur.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,18.2,lognormal,126.3,0.15,normal,173.5,12.6,normal,179.8,13.0
-S.ERB.M.bur.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.5,normal,121.9,15.8,normal,162.5,11.4,normal,168.8,12.3
-S.ERB.M.bur.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.2,lognormal,130.1,0.15,normal,182.7,14.4,normal,188.9,14.0
-S.ERB.M.bur.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.4,lognormal,133.7,0.15,normal,190.4,15.3,normal,196.5,14.1
-S.ERB.M.bur.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.7,lognormal,135.2,0.14,normal,190.3,15.1,lognormal,203.0,0.09
-S.ERB.M.bur.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,16.4,normal,123.3,14.6,normal,160.2,11.6,lognormal,183.4,0.1
-S.ERB.M.bur.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.7,lognormal,121.8,0.14,lognormal,173.5,0.1,lognormal,189.5,0.11
-S.ERB.M.bur.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,17.7,normal,128.7,16.4,normal,172.8,13.2,normal,192.5,18.8
-S.ERB.M.bur.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.4,lognormal,132.7,0.14,lognormal,183.3,0.08,normal,199.3,17.4
-S.ERB.M.bur.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.0,lognormal,134.5,0.14,lognormal,197.5,0.1,normal,207.5,17.5
-S.ERB.M.bur.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,17.1,lognormal,126.1,0.14,normal,178.0,16.6,normal,191.9,20.8
-S.ERB.M.bur.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,17.3,lognormal,122.5,0.15,lognormal,182.8,0.12,normal,194.0,20.7
-S.ERB.M.bur.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.3,lognormal,130.2,0.15,lognormal,187.3,0.1,normal,196.4,17.1
-S.ERB.M.bur.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,19.3,lognormal,133.7,0.15,normal,195.3,18.9,lognormal,206.3,0.1
-S.ERB.M.bur.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,18.8,lognormal,135.4,0.14,normal,196.4,17.5,normal,205.8,16.8
-S.ERB.M.bur.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,16.7,normal,124.5,15.2,lognormal,169.2,0.09,lognormal,187.1,0.12
-S.ERB.M.bur.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,16.8,normal,121.7,15.9,lognormal,179.7,0.11,normal,190.7,18.9
-S.ERB.M.bur.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.2,lognormal,129.3,0.14,normal,178.1,14.2,normal,193.7,18.9
-S.ERB.M.bur.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,18.6,lognormal,133.0,0.14,normal,190.1,15.5,normal,202.2,17.9
-S.ERB.M.bur.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.7,lognormal,135.2,0.14,normal,190.3,15.1,lognormal,203.0,0.09
-S.ERB.M.bur.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,16.4,normal,123.3,14.6,normal,160.2,11.6,lognormal,183.4,0.1
-S.ERB.M.bur.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.7,lognormal,121.8,0.14,lognormal,173.5,0.1,lognormal,189.5,0.11
-S.ERB.M.bur.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,17.7,normal,128.7,16.4,normal,172.8,13.2,normal,192.5,18.8
-S.ERB.M.bur.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.4,lognormal,132.7,0.14,lognormal,183.3,0.08,normal,199.3,17.4
-S.ERB.M.bur.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.0,lognormal,134.5,0.14,lognormal,197.5,0.1,normal,207.5,17.5
-S.ERB.M.bur.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,17.1,lognormal,126.1,0.14,normal,178.0,16.6,normal,191.9,20.8
-S.ERB.M.bur.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,17.3,lognormal,122.5,0.15,lognormal,182.8,0.12,normal,194.0,20.7
-S.ERB.M.bur.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,18.3,lognormal,130.2,0.15,lognormal,187.3,0.1,normal,196.4,17.1
-S.ERB.M.bur.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,19.3,lognormal,133.7,0.15,normal,195.3,18.9,lognormal,206.3,0.1
-S.ERB.M.bur.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.2,lognormal,135.0,0.14,normal,196.0,17.8,normal,206.4,17.0
-S.ERB.M.bur.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.8,normal,123.9,14.3,lognormal,171.6,0.1,lognormal,187.6,0.1
-S.ERB.M.bur.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,16.8,lognormal,121.8,0.14,lognormal,180.6,0.11,lognormal,193.3,0.11
-S.ERB.M.bur.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,17.8,lognormal,129.2,0.14,normal,179.6,13.8,normal,194.9,17.6
-S.ERB.M.bur.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,18.8,lognormal,133.1,0.14,normal,191.1,16.8,normal,203.5,18.4
-S.ERB.M.bur.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,19.2,lognormal,135.0,0.14,lognormal,187.0,0.09,normal,201.6,17.3
-S.ERB.M.bur.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,16.0,normal,121.9,13.4,normal,156.0,11.7,normal,180.7,17.5
-S.ERB.M.bur.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,16.6,lognormal,121.3,0.14,lognormal,170.3,0.1,lognormal,189.1,0.12
-S.ERB.M.bur.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.3,normal,127.3,14.9,lognormal,169.3,0.09,normal,189.6,18.1
-S.ERB.M.bur.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.2,normal,132.0,16.2,normal,179.4,13.4,normal,196.1,16.7
-S.ERB.M.bur.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,18.9,lognormal,135.7,0.15,lognormal,195.7,0.09,normal,207.9,18.0
-S.ERB.M.bur.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,16.7,normal,124.7,15.3,lognormal,173.4,0.1,normal,189.2,19.2
-S.ERB.M.bur.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,16.9,lognormal,122.0,0.14,lognormal,180.2,0.11,normal,193.2,20.4
-S.ERB.M.bur.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.2,lognormal,129.7,0.14,lognormal,183.3,0.1,normal,194.6,17.3
-S.ERB.M.bur.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.9,lognormal,133.3,0.14,normal,191.7,17.3,normal,201.3,16.6
-S.ERB.M.bur.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,18.7,lognormal,135.3,0.15,normal,191.8,15.6,lognormal,203.6,0.1
-S.ERB.M.bur.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,16.4,normal,123.4,14.2,lognormal,163.7,0.09,lognormal,183.1,0.11
-S.ERB.M.bur.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.2,16.5,lognormal,121.6,0.14,normal,176.5,16.6,lognormal,189.7,0.11
-S.ERB.M.bur.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.6,normal,128.2,15.9,normal,175.3,14.3,normal,192.5,18.6
-S.ERB.M.bur.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,19.2,lognormal,133.2,0.14,lognormal,187.1,0.09,normal,201.3,18.2
-S.ERB.M.bur.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,19.2,lognormal,135.0,0.14,lognormal,187.0,0.09,normal,201.6,17.3
-S.ERB.M.bur.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,16.0,normal,121.9,13.4,normal,156.0,11.7,normal,180.7,17.5
-S.ERB.M.bur.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,16.6,lognormal,121.3,0.14,lognormal,170.3,0.1,lognormal,189.1,0.12
-S.ERB.M.bur.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.3,normal,127.3,14.9,lognormal,169.3,0.09,normal,189.6,18.1
-S.ERB.M.bur.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.2,normal,132.0,16.2,normal,179.4,13.4,normal,196.1,16.7
-S.ERB.M.bur.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,19.2,normal,135.2,17.8,normal,197.7,17.9,normal,207.1,16.6
-S.ERB.M.bur.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.8,normal,124.7,14.9,normal,174.0,15.4,lognormal,189.9,0.11
-S.ERB.M.bur.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,17.0,lognormal,122.4,0.15,normal,183.1,19.0,lognormal,195.2,0.12
-S.ERB.M.bur.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.6,lognormal,129.5,0.14,lognormal,183.6,0.09,lognormal,197.0,0.1
-S.ERB.M.bur.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.5,lognormal,134.0,0.15,lognormal,193.8,0.1,normal,203.2,18.1
-S.ERB.M.bur.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.9,lognormal,135.1,0.14,normal,194.3,17.2,normal,205.9,17.7
-S.ERB.M.bur.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,16.6,normal,123.1,14.0,lognormal,165.1,0.1,lognormal,184.9,0.11
-S.ERB.M.bur.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,16.9,lognormal,121.9,0.14,lognormal,179.5,0.11,normal,193.3,20.7
-S.ERB.M.bur.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.4,lognormal,128.7,0.14,normal,175.4,13.0,normal,192.9,17.8
-S.ERB.M.bur.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.7,lognormal,132.6,0.14,lognormal,189.0,0.09,normal,200.6,17.0
-S.ERB.M.bur.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,19.0,lognormal,135.7,0.15,lognormal,184.2,0.08,normal,200.0,17.3
-S.ERB.M.bur.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,15.2,normal,121.1,13.0,normal,152.5,11.0,normal,178.2,17.2
-S.ERB.M.bur.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,16.3,lognormal,121.0,0.14,lognormal,168.0,0.1,normal,186.2,19.3
-S.ERB.M.bur.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.2,normal,127.0,14.7,lognormal,165.0,0.08,lognormal,187.8,0.1
-S.ERB.M.bur.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,18.0,normal,131.1,15.6,normal,176.1,11.7,normal,193.7,15.3
-S.ERB.M.bur.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.9,18.9,lognormal,135.3,0.14,normal,195.2,16.9,lognormal,205.6,0.09
-S.ERB.M.bur.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,16.9,normal,124.1,14.6,lognormal,170.4,0.1,normal,184.7,18.0
-S.ERB.M.bur.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,16.8,lognormal,121.9,0.14,lognormal,181.1,0.12,normal,192.2,20.4
-S.ERB.M.bur.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,18.3,lognormal,129.1,0.14,normal,178.7,13.9,lognormal,193.6,0.1
-S.ERB.M.bur.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.7,lognormal,133.3,0.15,lognormal,192.0,0.1,lognormal,203.6,0.1
-S.ERB.M.bur.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.1,lognormal,134.4,0.13,normal,189.6,15.4,normal,201.5,17.4
-S.ERB.M.bur.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,16.3,normal,122.9,14.0,normal,158.4,11.8,normal,179.0,17.0
-S.ERB.M.bur.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.6,normal,121.3,15.8,lognormal,174.4,0.11,normal,189.7,21.7
-S.ERB.M.bur.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,normal,128.2,15.7,normal,172.0,14.2,lognormal,187.6,0.1
-S.ERB.M.bur.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.5,lognormal,133.0,0.14,lognormal,183.1,0.08,normal,198.9,18.1
-S.ERB.M.bur.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,19.0,lognormal,135.7,0.15,lognormal,184.2,0.08,normal,200.0,17.3
-S.ERB.M.bur.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,15.2,normal,121.1,13.0,normal,152.5,11.0,normal,178.2,17.2
-S.ERB.M.bur.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,16.3,lognormal,121.0,0.14,lognormal,168.0,0.1,normal,186.2,19.3
-S.ERB.M.bur.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.7,17.2,normal,127.0,14.7,lognormal,165.0,0.08,lognormal,187.8,0.1
-S.ERB.M.bur.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,18.0,normal,131.1,15.6,normal,176.1,11.7,normal,193.7,15.3
-S.ERB.M.bur.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,19.1,lognormal,135.5,0.15,normal,196.9,17.4,lognormal,212.5,0.11
-S.ERB.M.bur.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,16.8,normal,124.0,14.8,normal,170.8,15.3,lognormal,188.6,0.12
-S.ERB.M.bur.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.6,lognormal,121.6,0.14,lognormal,182.6,0.12,normal,192.2,20.1
-S.ERB.M.bur.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,17.5,lognormal,129.1,0.14,normal,179.7,13.8,normal,195.8,18.3
-S.ERB.M.bur.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,19.0,lognormal,132.8,0.14,lognormal,191.2,0.09,lognormal,204.1,0.1
-S.ERB.M.bur.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.1,lognormal,134.4,0.13,normal,189.6,15.4,normal,201.5,17.4
-S.ERB.M.bur.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,16.3,normal,122.9,14.0,normal,158.4,11.8,normal,179.0,17.0
-S.ERB.M.bur.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.4,16.6,normal,121.3,15.8,lognormal,174.4,0.11,normal,189.7,21.7
-S.ERB.M.bur.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,normal,128.2,15.7,normal,172.0,14.2,lognormal,187.6,0.1
-S.ERB.M.bur.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,18.5,lognormal,133.0,0.14,lognormal,183.1,0.08,normal,198.9,18.1
-S.ERB.M.bur.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,19.0,lognormal,135.0,0.14,lognormal,202.2,0.12,normal,213.2,19.8
-S.ERB.M.bur.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.6,normal,126.3,16.5,lognormal,189.1,0.11,lognormal,201.3,0.11
-S.ERB.M.bur.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.3,lognormal,122.1,0.14,lognormal,183.2,0.12,lognormal,194.6,0.11
-S.ERB.M.bur.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,129.9,0.14,normal,192.8,18.9,normal,205.6,19.5
-S.ERB.M.bur.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,18.7,lognormal,133.3,0.14,lognormal,198.2,0.11,normal,207.9,18.3
-S.ERB.M.bur.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.0,19.1,lognormal,134.7,0.14,lognormal,203.5,0.12,normal,212.2,17.1
-S.ERB.M.bur.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.0,lognormal,126.5,0.14,lognormal,188.6,0.11,normal,202.3,19.8
-S.ERB.M.bur.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,17.2,lognormal,122.1,0.14,lognormal,182.5,0.11,lognormal,196.9,0.11
-S.ERB.M.bur.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,17.9,lognormal,129.8,0.15,lognormal,194.2,0.11,lognormal,207.3,0.1
-S.ERB.M.bur.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,18.8,lognormal,133.0,0.14,lognormal,201.4,0.11,normal,209.7,16.9
-S.ERB.M.bur.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.7,lognormal,135.8,0.15,normal,204.9,23.1,normal,217.6,21.6
-S.ERB.M.bur.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.9,lognormal,126.2,0.14,lognormal,190.9,0.12,lognormal,202.0,0.1
-S.ERB.M.bur.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,17.4,lognormal,122.6,0.15,lognormal,185.0,0.12,normal,196.6,18.7
-S.ERB.M.bur.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.4,lognormal,129.9,0.14,normal,194.8,19.3,lognormal,207.1,0.1
-S.ERB.M.bur.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.9,lognormal,133.7,0.15,normal,200.8,21.2,lognormal,212.2,0.1
-S.ERB.M.bur.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,19.0,lognormal,135.0,0.14,lognormal,202.2,0.12,normal,213.2,19.8
-S.ERB.M.bur.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.6,normal,126.3,16.5,lognormal,189.1,0.11,lognormal,201.3,0.11
-S.ERB.M.bur.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,17.3,lognormal,122.1,0.14,lognormal,183.2,0.12,lognormal,194.6,0.11
-S.ERB.M.bur.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.3,lognormal,129.9,0.14,normal,192.8,18.9,normal,205.6,19.5
-S.ERB.M.bur.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,18.7,lognormal,133.3,0.14,lognormal,198.2,0.11,normal,207.9,18.3
-S.ERB.M.bur.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,19.7,lognormal,135.9,0.14,lognormal,204.6,0.11,normal,212.9,16.6
-S.ERB.M.bur.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.8,lognormal,126.5,0.15,lognormal,191.4,0.12,lognormal,203.6,0.11
-S.ERB.M.bur.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,17.3,lognormal,122.3,0.14,normal,184.7,18.8,lognormal,196.3,0.1
-S.ERB.M.bur.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,18.7,lognormal,129.7,0.14,lognormal,197.4,0.12,normal,207.7,19.9
-S.ERB.M.bur.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,19.0,lognormal,133.6,0.15,normal,201.4,21.1,normal,211.2,18.4
-S.ERB.M.bur.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,18.7,lognormal,135.8,0.15,normal,204.9,23.1,normal,217.6,21.6
-S.ERB.M.bur.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.9,lognormal,126.2,0.14,lognormal,190.9,0.12,lognormal,202.0,0.1
-S.ERB.M.bur.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,17.4,lognormal,122.6,0.15,lognormal,185.0,0.12,normal,196.6,18.7
-S.ERB.M.bur.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,18.4,lognormal,129.9,0.14,normal,194.8,19.3,lognormal,207.1,0.1
-S.ERB.M.bur.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,18.9,lognormal,133.7,0.15,normal,200.8,21.2,lognormal,212.2,0.1
-S.ERB.M.spm.0.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.6,normal,115.6,11.4,normal,136.4,8.3,normal,189.8,14.8
-S.ERB.M.spm.0.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.4,9.6,normal,95.6,8.2,normal,111.2,7.9,lognormal,167.4,0.09
-S.ERB.M.spm.0.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.5,10.4,normal,97.7,9.1,lognormal,120.6,0.09,normal,164.7,13.3
-S.ERB.M.spm.0.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,11.0,normal,103.2,8.7,lognormal,120.8,0.07,normal,175.9,13.5
-S.ERB.M.spm.0.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,12.7,normal,111.4,10.3,normal,130.1,8.2,lognormal,184.6,0.08
-S.ERB.M.spm.0.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.0,normal,119.0,13.0,normal,151.1,10.4,lognormal,199.5,0.1
-S.ERB.M.spm.0.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.1,10.4,normal,100.2,8.8,lognormal,121.1,0.08,normal,176.4,16.5
-S.ERB.M.spm.0.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,94.2,11.5,lognormal,102.7,0.11,lognormal,143.7,0.12,lognormal,170.5,0.09
-S.ERB.M.spm.0.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,12.2,normal,107.8,9.8,normal,130.6,9.3,normal,184.4,16.7
-S.ERB.M.spm.0.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,14.1,normal,114.9,11.7,normal,142.9,10.3,normal,193.6,16.9
-S.ERB.M.spm.0.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,14.3,normal,117.5,12.1,lognormal,143.6,0.07,normal,195.4,16.6
-S.ERB.M.spm.0.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,9.9,normal,97.8,8.5,normal,114.9,7.8,normal,172.6,15.3
-S.ERB.M.spm.0.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.5,10.9,lognormal,100.0,0.1,lognormal,129.6,0.1,normal,166.0,13.2
-S.ERB.M.spm.0.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,11.4,normal,105.3,9.2,normal,124.5,7.8,normal,180.9,15.2
-S.ERB.M.spm.0.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,13.4,normal,113.1,10.8,normal,135.6,8.9,lognormal,189.4,0.09
-S.ERB.M.spm.0.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,14.1,normal,115.8,11.3,normal,136.3,8.4,normal,191.4,15.6
-S.ERB.M.spm.0.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,89.4,9.5,normal,95.6,8.2,normal,111.2,7.8,lognormal,169.1,0.1
-S.ERB.M.spm.0.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,90.4,10.3,normal,97.6,9.1,lognormal,120.4,0.09,normal,166.5,13.4
-S.ERB.M.spm.0.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,11.0,normal,103.3,8.8,lognormal,120.9,0.07,normal,177.8,14.5
-S.ERB.M.spm.0.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,12.5,normal,111.4,10.2,lognormal,129.9,0.07,lognormal,186.9,0.09
-S.ERB.M.spm.0.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,14.8,normal,118.8,12.8,normal,150.6,10.3,lognormal,202.2,0.1
-S.ERB.M.spm.0.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,10.4,normal,100.3,8.7,lognormal,121.1,0.08,normal,177.8,16.4
-S.ERB.M.spm.0.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,94.5,11.5,normal,102.4,10.2,lognormal,143.8,0.13,normal,170.7,13.6
-S.ERB.M.spm.0.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.2,normal,107.9,10.0,normal,130.4,9.4,lognormal,187.0,0.1
-S.ERB.M.spm.0.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.0,normal,115.0,11.6,lognormal,143.3,0.08,lognormal,194.3,0.09
-S.ERB.M.spm.0.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,14.2,normal,117.2,12.4,normal,143.9,10.0,normal,196.8,16.8
-S.ERB.M.spm.0.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,91.2,9.9,normal,97.8,8.5,normal,114.9,7.8,normal,172.6,15.3
-S.ERB.M.spm.0.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,10.9,normal,99.9,9.6,lognormal,129.4,0.1,normal,168.0,13.8
-S.ERB.M.spm.0.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,98.5,11.5,normal,105.5,9.3,normal,124.4,7.9,normal,182.7,15.2
-S.ERB.M.spm.0.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.2,13.1,normal,113.0,10.7,normal,135.7,8.9,lognormal,191.7,0.09
-S.ERB.M.spm.0.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,14.3,normal,118.2,12.6,lognormal,143.4,0.08,normal,192.9,16.5
-S.ERB.M.spm.0.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.2,10.6,lognormal,99.9,0.1,lognormal,118.2,0.09,lognormal,169.5,0.09
-S.ERB.M.spm.0.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.9,11.6,lognormal,102.0,0.11,normal,125.9,10.5,lognormal,165.5,0.09
-S.ERB.M.spm.0.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,12.0,normal,107.1,10.0,normal,126.3,9.1,lognormal,178.9,0.09
-S.ERB.M.spm.0.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,13.7,normal,114.3,11.5,lognormal,136.8,0.08,lognormal,185.1,0.08
-S.ERB.M.spm.0.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,15.9,normal,120.9,14.5,normal,163.6,14.5,normal,198.0,17.9
-S.ERB.M.spm.0.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,11.8,normal,104.6,10.1,lognormal,131.5,0.1,normal,175.2,15.9
-S.ERB.M.spm.0.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.1,12.8,normal,105.9,11.9,normal,153.0,15.5,normal,169.5,13.9
-S.ERB.M.spm.0.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,13.2,normal,111.3,11.3,lognormal,143.4,0.11,lognormal,184.2,0.1
-S.ERB.M.spm.0.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,15.1,normal,117.8,13.5,normal,155.4,14.2,normal,191.0,16.6
-S.ERB.M.spm.0.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,15.1,normal,119.8,13.7,normal,153.5,12.7,lognormal,194.3,0.09
-S.ERB.M.spm.0.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.2,11.1,normal,102.3,9.7,normal,123.3,10.5,lognormal,172.6,0.1
-S.ERB.M.spm.0.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,12.2,normal,104.1,11.2,normal,141.1,15.2,lognormal,166.2,0.09
-S.ERB.M.spm.0.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,12.6,normal,109.4,10.9,normal,133.9,11.7,normal,179.9,15.7
-S.ERB.M.spm.0.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,14.0,normal,115.8,12.0,normal,146.2,12.8,lognormal,188.1,0.09
-S.ERB.M.spm.0.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,14.5,normal,118.1,12.5,normal,143.4,11.4,normal,192.7,15.3
-S.ERB.M.spm.0.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,10.6,lognormal,100.1,0.1,lognormal,118.2,0.09,normal,171.3,14.1
-S.ERB.M.spm.0.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,94.1,11.7,lognormal,101.9,0.11,normal,126.1,10.4,lognormal,166.7,0.09
-S.ERB.M.spm.0.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,100.1,12.0,normal,107.2,10.2,normal,126.3,9.0,normal,179.7,14.0
-S.ERB.M.spm.0.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,13.8,normal,114.1,11.3,lognormal,136.8,0.08,normal,189.1,15.9
-S.ERB.M.spm.0.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.3,15.6,normal,121.0,14.6,lognormal,163.1,0.1,lognormal,198.4,0.09
-S.ERB.M.spm.0.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.2,11.8,normal,104.6,10.3,lognormal,131.4,0.1,normal,177.7,16.7
-S.ERB.M.spm.0.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.4,12.7,lognormal,105.9,0.12,normal,153.3,15.7,normal,170.9,13.8
-S.ERB.M.spm.0.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,13.0,normal,111.3,11.4,normal,143.0,14.1,normal,186.0,17.9
-S.ERB.M.spm.0.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.2,15.0,normal,117.6,13.1,normal,154.9,13.9,lognormal,195.8,0.1
-S.ERB.M.spm.0.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,15.2,normal,120.0,13.7,normal,153.7,12.1,normal,194.2,15.3
-S.ERB.M.spm.0.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,95.2,11.1,lognormal,102.2,0.1,normal,123.6,10.6,normal,173.2,15.4
-S.ERB.M.spm.0.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,12.4,normal,104.2,11.3,lognormal,141.3,0.12,normal,167.9,13.9
-S.ERB.M.spm.0.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.7,12.7,normal,109.3,10.6,lognormal,134.0,0.09,normal,181.5,15.7
-S.ERB.M.spm.0.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,14.3,normal,116.2,12.4,normal,146.2,13.0,normal,190.6,16.6
-S.ERB.M.spm.0.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,15.4,lognormal,120.9,0.13,normal,149.7,12.5,normal,190.0,15.5
-S.ERB.M.spm.0.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,10.9,normal,103.7,9.8,normal,123.9,9.4,lognormal,170.3,0.09
-S.ERB.M.spm.0.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,12.6,normal,105.7,11.7,lognormal,131.6,0.09,lognormal,164.9,0.09
-S.ERB.M.spm.0.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.9,12.4,normal,110.9,11.2,lognormal,133.0,0.08,lognormal,178.3,0.09
-S.ERB.M.spm.0.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,14.5,normal,117.0,12.7,normal,144.1,11.9,lognormal,186.6,0.09
-S.ERB.M.spm.0.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,16.8,lognormal,122.9,0.14,normal,172.6,15.0,normal,194.2,16.4
-S.ERB.M.spm.0.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,12.5,normal,108.5,11.3,normal,139.5,12.5,normal,173.2,16.1
-S.ERB.M.spm.0.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.3,14.3,normal,109.5,13.5,normal,156.3,13.1,lognormal,169.5,0.09
-S.ERB.M.spm.0.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.9,13.9,normal,114.2,12.7,normal,152.1,13.1,normal,180.1,14.9
-S.ERB.M.spm.0.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.8,normal,120.1,14.9,lognormal,164.6,0.09,normal,189.2,15.9
-S.ERB.M.spm.0.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.9,lognormal,121.6,0.13,normal,162.6,13.2,normal,192.1,16.4
-S.ERB.M.spm.0.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.1,11.6,normal,105.6,10.1,lognormal,130.9,0.09,normal,170.4,14.9
-S.ERB.M.spm.0.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.3,13.3,lognormal,107.6,0.13,lognormal,147.4,0.1,lognormal,165.3,0.09
-S.ERB.M.spm.0.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,12.9,normal,112.4,11.7,lognormal,142.8,0.09,normal,178.6,15.9
-S.ERB.M.spm.0.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,15.0,normal,118.4,13.7,normal,154.0,11.2,lognormal,186.5,0.09
-S.ERB.M.spm.0.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.9,15.2,lognormal,120.6,0.13,lognormal,150.0,0.09,lognormal,192.5,0.09
-S.ERB.M.spm.0.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.4,10.8,normal,103.5,9.8,normal,124.0,9.4,normal,172.5,14.6
-S.ERB.M.spm.0.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,12.7,normal,105.5,11.5,lognormal,132.0,0.09,lognormal,167.5,0.09
-S.ERB.M.spm.0.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,12.1,normal,110.6,11.1,lognormal,133.1,0.08,normal,180.1,14.6
-S.ERB.M.spm.0.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.3,14.6,normal,117.1,12.6,normal,144.0,11.6,normal,186.4,15.0
-S.ERB.M.spm.0.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,16.7,lognormal,122.9,0.14,normal,172.6,13.9,lognormal,196.3,0.09
-S.ERB.M.spm.0.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,12.8,normal,108.7,11.6,normal,139.6,12.6,lognormal,175.0,0.1
-S.ERB.M.spm.0.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.2,14.3,normal,109.5,13.3,normal,156.9,12.9,lognormal,170.6,0.09
-S.ERB.M.spm.0.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.0,normal,114.5,12.9,normal,152.1,13.2,lognormal,183.9,0.1
-S.ERB.M.spm.0.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,15.8,normal,119.9,14.8,lognormal,163.7,0.09,normal,191.8,17.0
-S.ERB.M.spm.0.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,15.8,normal,121.8,15.0,lognormal,162.7,0.09,normal,193.8,17.1
-S.ERB.M.spm.0.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.1,11.5,normal,105.6,10.3,lognormal,130.7,0.09,lognormal,173.3,0.1
-S.ERB.M.spm.0.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,98.2,13.2,normal,107.5,12.7,lognormal,147.7,0.1,normal,168.1,14.6
-S.ERB.M.spm.0.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,13.3,normal,112.5,12.0,lognormal,143.2,0.09,normal,180.5,15.6
-S.ERB.M.spm.0.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,14.6,normal,118.6,13.8,normal,154.5,11.9,lognormal,188.1,0.09
-S.ERB.M.spm.0.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.6,lognormal,123.6,0.14,lognormal,161.1,0.12,lognormal,198.0,0.1
-S.ERB.M.spm.0.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,16.7,lognormal,115.9,0.15,lognormal,150.4,0.12,normal,176.1,14.0
-S.ERB.M.spm.0.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.4,16.7,lognormal,112.0,0.15,lognormal,144.4,0.13,lognormal,165.7,0.08
-S.ERB.M.spm.0.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.7,17.4,lognormal,118.8,0.15,normal,155.0,17.6,lognormal,184.8,0.09
-S.ERB.M.spm.0.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.8,lognormal,121.9,0.15,lognormal,159.6,0.12,lognormal,194.5,0.1
-S.ERB.M.spm.0.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.6,lognormal,123.5,0.14,lognormal,199.6,0.1,normal,208.0,17.2
-S.ERB.M.spm.0.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,17.1,lognormal,115.4,0.15,normal,177.7,14.2,normal,183.3,13.3
-S.ERB.M.spm.0.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.4,lognormal,111.7,0.15,normal,165.1,11.8,normal,171.5,13.2
-S.ERB.M.spm.0.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.1,lognormal,118.9,0.15,lognormal,186.6,0.09,normal,192.1,14.3
-S.ERB.M.spm.0.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.7,lognormal,121.7,0.15,normal,192.7,15.6,lognormal,200.7,0.08
-S.ERB.M.spm.0.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.6,lognormal,124.1,0.15,lognormal,195.8,0.09,normal,205.3,16.9
-S.ERB.M.spm.0.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,17.1,normal,115.4,15.1,lognormal,174.2,0.08,lognormal,180.8,0.08
-S.ERB.M.spm.0.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,16.5,lognormal,111.7,0.15,normal,161.5,11.2,normal,168.0,12.4
-S.ERB.M.spm.0.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,17.5,lognormal,118.9,0.15,normal,181.7,13.5,lognormal,187.9,0.07
-S.ERB.M.spm.0.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.7,normal,121.4,15.8,normal,191.5,16.7,normal,199.4,15.9
-S.ERB.M.spm.0.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,18.3,lognormal,123.8,0.15,lognormal,161.0,0.12,lognormal,202.0,0.11
-S.ERB.M.spm.0.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,17.3,lognormal,115.2,0.14,lognormal,151.0,0.13,lognormal,179.2,0.09
-S.ERB.M.spm.0.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.4,lognormal,111.6,0.15,lognormal,144.2,0.13,lognormal,167.5,0.08
-S.ERB.M.spm.0.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,17.5,lognormal,118.9,0.15,lognormal,155.8,0.13,lognormal,187.5,0.09
-S.ERB.M.spm.0.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.3,lognormal,121.4,0.14,lognormal,159.9,0.13,normal,194.4,17.2
-S.ERB.M.spm.0.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.8,lognormal,123.4,0.14,lognormal,201.3,0.11,normal,209.4,17.4
-S.ERB.M.spm.0.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,17.1,lognormal,115.6,0.14,normal,178.9,14.3,normal,184.8,14.7
-S.ERB.M.spm.0.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,16.5,lognormal,111.6,0.15,lognormal,167.7,0.08,normal,173.1,14.0
-S.ERB.M.spm.0.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.2,lognormal,118.8,0.15,normal,188.1,15.9,normal,193.4,13.7
-S.ERB.M.spm.0.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.7,lognormal,121.8,0.15,normal,194.4,17.2,lognormal,204.3,0.09
-S.ERB.M.spm.0.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.8,lognormal,123.9,0.15,normal,196.6,16.1,normal,205.6,16.0
-S.ERB.M.spm.0.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,16.9,lognormal,115.5,0.15,normal,174.6,12.6,lognormal,181.4,0.08
-S.ERB.M.spm.0.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.2,lognormal,111.8,0.15,lognormal,162.6,0.07,lognormal,169.0,0.08
-S.ERB.M.spm.0.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.9,17.8,lognormal,118.7,0.14,normal,183.6,14.9,normal,191.1,15.3
-S.ERB.M.spm.0.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.6,lognormal,121.9,0.15,lognormal,192.7,0.09,normal,200.1,16.4
-S.ERB.M.spm.1.A.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.6,lognormal,124.1,0.15,normal,191.0,16.0,normal,204.6,16.7
-S.ERB.M.spm.1.A.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.1,lognormal,115.0,0.14,normal,160.4,11.5,lognormal,184.2,0.11
-S.ERB.M.spm.1.A.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.3,lognormal,111.9,0.15,normal,173.4,15.8,lognormal,191.0,0.12
-S.ERB.M.spm.1.A.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,16.9,lognormal,119.1,0.15,normal,173.0,13.3,lognormal,192.0,0.1
-S.ERB.M.spm.1.A.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.3,0.17,lognormal,121.9,0.15,lognormal,183.1,0.08,normal,200.1,17.9
-S.ERB.M.spm.1.A.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.7,lognormal,124.3,0.15,lognormal,197.7,0.1,lognormal,208.3,0.09
-S.ERB.M.spm.1.A.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,16.3,lognormal,115.4,0.14,normal,176.6,15.6,lognormal,192.3,0.12
-S.ERB.M.spm.1.A.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.4,lognormal,111.7,0.15,lognormal,181.6,0.11,lognormal,193.9,0.12
-S.ERB.M.spm.1.A.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.1,lognormal,118.7,0.15,lognormal,187.9,0.11,lognormal,198.7,0.1
-S.ERB.M.spm.1.A.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.7,lognormal,121.5,0.14,lognormal,194.2,0.1,normal,203.8,15.8
-S.ERB.M.spm.1.A.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.8,lognormal,123.9,0.15,normal,194.2,15.7,lognormal,206.3,0.1
-S.ERB.M.spm.1.A.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.2,lognormal,115.3,0.15,lognormal,170.6,0.1,normal,187.3,20.0
-S.ERB.M.spm.1.A.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.2,normal,111.2,14.6,lognormal,180.5,0.12,normal,192.4,20.5
-S.ERB.M.spm.1.A.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.9,lognormal,118.7,0.15,normal,178.3,13.1,lognormal,194.9,0.1
-S.ERB.M.spm.1.A.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.6,lognormal,121.4,0.14,lognormal,190.5,0.1,normal,201.0,17.5
-S.ERB.M.spm.1.A.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.9,lognormal,123.8,0.15,normal,191.1,14.3,normal,206.3,17.8
-S.ERB.M.spm.1.A.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,15.9,lognormal,114.7,0.14,normal,160.8,11.8,lognormal,186.7,0.11
-S.ERB.M.spm.1.A.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,16.0,normal,111.1,14.6,lognormal,174.9,0.1,lognormal,189.8,0.11
-S.ERB.M.spm.1.A.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.8,lognormal,118.5,0.14,normal,173.0,12.6,lognormal,193.1,0.1
-S.ERB.M.spm.1.A.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,18.0,lognormal,122.4,0.15,lognormal,185.0,0.08,normal,200.8,17.8
-S.ERB.M.spm.1.A.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.7,lognormal,123.7,0.15,normal,200.6,18.3,normal,208.4,16.0
-S.ERB.M.spm.1.A.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,16.4,lognormal,115.8,0.15,normal,179.0,15.5,lognormal,193.8,0.11
-S.ERB.M.spm.1.A.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.6,16.2,lognormal,111.4,0.14,lognormal,184.4,0.12,normal,195.4,20.7
-S.ERB.M.spm.1.A.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.4,lognormal,118.8,0.15,lognormal,187.5,0.1,normal,200.3,19.7
-S.ERB.M.spm.1.A.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.8,lognormal,121.9,0.15,normal,195.3,16.6,normal,204.8,16.5
-S.ERB.M.spm.1.A.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,lognormal,123.9,0.15,normal,196.7,16.7,lognormal,207.6,0.09
-S.ERB.M.spm.1.A.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.2,lognormal,115.3,0.15,lognormal,170.6,0.1,normal,187.3,20.0
-S.ERB.M.spm.1.A.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.3,lognormal,111.9,0.15,normal,180.1,17.5,lognormal,191.7,0.11
-S.ERB.M.spm.1.A.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.1,lognormal,118.5,0.14,normal,179.8,13.3,normal,195.6,18.2
-S.ERB.M.spm.1.A.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.8,lognormal,122.1,0.15,normal,192.3,17.0,normal,203.4,17.7
-S.ERB.M.spm.1.B.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.7,lognormal,123.6,0.14,normal,188.3,15.5,normal,203.2,17.7
-S.ERB.M.spm.1.B.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,16.0,normal,114.4,14.5,normal,156.6,12.3,normal,180.7,17.2
-S.ERB.M.spm.1.B.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,16.0,lognormal,111.9,0.15,lognormal,171.2,0.11,lognormal,186.4,0.11
-S.ERB.M.spm.1.B.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.6,lognormal,118.4,0.14,lognormal,169.3,0.09,lognormal,190.8,0.11
-S.ERB.M.spm.1.B.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,18.1,lognormal,122.1,0.15,normal,178.9,12.3,normal,198.4,17.8
-S.ERB.M.spm.1.B.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,17.9,lognormal,124.1,0.15,normal,195.9,17.0,lognormal,208.2,0.09
-S.ERB.M.spm.1.B.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.4,lognormal,115.2,0.14,normal,172.7,15.6,lognormal,189.3,0.11
-S.ERB.M.spm.1.B.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.1,lognormal,111.4,0.15,lognormal,180.4,0.11,lognormal,193.2,0.12
-S.ERB.M.spm.1.B.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,17.1,lognormal,118.7,0.15,normal,180.9,14.4,lognormal,196.7,0.11
-S.ERB.M.spm.1.B.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,17.4,lognormal,121.6,0.15,normal,192.5,18.3,normal,203.0,16.9
-S.ERB.M.spm.1.B.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.7,lognormal,123.8,0.15,normal,193.0,17.1,normal,205.7,18.4
-S.ERB.M.spm.1.B.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,16.0,lognormal,115.1,0.14,lognormal,164.3,0.1,lognormal,184.4,0.11
-S.ERB.M.spm.1.B.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.1,lognormal,111.8,0.15,lognormal,177.3,0.11,lognormal,189.3,0.11
-S.ERB.M.spm.1.B.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.0,lognormal,118.7,0.15,normal,175.5,14.8,normal,190.1,16.4
-S.ERB.M.spm.1.B.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.8,lognormal,122.0,0.15,normal,185.5,14.6,lognormal,199.6,0.09
-S.ERB.M.spm.1.B.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,18.2,lognormal,123.7,0.14,lognormal,187.8,0.08,normal,204.4,16.6
-S.ERB.M.spm.1.B.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,15.7,normal,114.5,14.6,normal,156.3,12.0,lognormal,183.8,0.11
-S.ERB.M.spm.1.B.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,15.9,lognormal,111.4,0.15,lognormal,171.5,0.1,lognormal,189.6,0.11
-S.ERB.M.spm.1.B.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,16.9,lognormal,118.6,0.14,lognormal,169.9,0.09,lognormal,191.2,0.1
-S.ERB.M.spm.1.B.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.7,lognormal,121.9,0.15,normal,180.9,13.0,lognormal,198.6,0.09
-S.ERB.M.spm.1.B.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.8,lognormal,123.7,0.15,normal,198.6,17.9,normal,208.0,16.4
-S.ERB.M.spm.1.B.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,16.2,normal,115.0,15.1,normal,174.6,15.8,normal,189.5,18.5
-S.ERB.M.spm.1.B.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.4,lognormal,112.0,0.15,lognormal,183.8,0.12,lognormal,194.3,0.11
-S.ERB.M.spm.1.B.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,16.8,lognormal,118.7,0.15,lognormal,183.5,0.09,lognormal,196.5,0.1
-S.ERB.M.spm.1.B.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.8,normal,121.3,15.8,normal,193.6,17.3,lognormal,205.4,0.1
-S.ERB.M.spm.1.B.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,17.6,lognormal,123.8,0.15,lognormal,194.0,0.09,normal,208.4,19.4
-S.ERB.M.spm.1.B.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,16.1,lognormal,115.1,0.14,lognormal,165.2,0.1,lognormal,185.9,0.11
-S.ERB.M.spm.1.B.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.8,16.1,normal,111.3,14.6,normal,177.7,17.0,normal,191.9,19.9
-S.ERB.M.spm.1.B.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,16.7,lognormal,118.7,0.15,normal,176.0,13.8,normal,193.9,19.2
-S.ERB.M.spm.1.B.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,17.8,lognormal,122.1,0.15,lognormal,187.8,0.09,normal,201.4,17.5
-S.ERB.M.spm.1.C.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.6,lognormal,123.6,0.14,normal,185.0,14.7,normal,200.6,16.8
-S.ERB.M.spm.1.C.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,15.0,normal,114.0,14.2,normal,152.6,11.4,lognormal,178.2,0.1
-S.ERB.M.spm.1.C.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,15.7,lognormal,111.4,0.14,lognormal,167.3,0.1,normal,185.7,19.9
-S.ERB.M.spm.1.C.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,16.7,lognormal,118.5,0.15,lognormal,164.4,0.08,normal,187.6,18.3
-S.ERB.M.spm.1.C.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.5,lognormal,121.9,0.15,normal,176.0,11.7,normal,196.3,17.2
-S.ERB.M.spm.1.C.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,18.0,lognormal,123.7,0.15,normal,195.4,17.2,normal,203.6,15.7
-S.ERB.M.spm.1.C.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,16.2,lognormal,115.2,0.14,lognormal,169.5,0.1,lognormal,185.4,0.11
-S.ERB.M.spm.1.C.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.4,lognormal,111.9,0.15,normal,179.6,18.9,lognormal,190.5,0.11
-S.ERB.M.spm.1.C.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,16.8,lognormal,118.6,0.15,normal,178.4,12.8,lognormal,193.2,0.1
-S.ERB.M.spm.1.C.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.3,lognormal,121.5,0.14,lognormal,189.0,0.09,lognormal,200.1,0.1
-S.ERB.M.spm.1.C.std.med.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.3,0.18,lognormal,123.8,0.15,normal,189.8,14.9,lognormal,202.2,0.09
-S.ERB.M.spm.1.C.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,15.8,lognormal,114.8,0.14,normal,158.6,11.8,normal,179.5,17.3
-S.ERB.M.spm.1.C.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.1,15.6,lognormal,111.5,0.15,normal,175.0,17.9,lognormal,190.1,0.12
-S.ERB.M.spm.1.C.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,16.7,lognormal,118.4,0.14,normal,170.9,13.7,lognormal,188.0,0.1
-S.ERB.M.spm.1.C.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.4,lognormal,122.1,0.15,lognormal,184.3,0.09,normal,195.8,15.1
-S.ERB.M.spm.1.C.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,17.9,lognormal,123.8,0.15,lognormal,184.6,0.08,normal,202.5,16.8
-S.ERB.M.spm.1.C.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,15.4,normal,113.9,14.2,normal,152.7,10.8,lognormal,179.6,0.1
-S.ERB.M.spm.1.C.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,15.7,lognormal,111.8,0.15,lognormal,168.9,0.1,lognormal,188.9,0.12
-S.ERB.M.spm.1.C.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,16.7,lognormal,118.5,0.15,lognormal,164.8,0.08,lognormal,188.2,0.1
-S.ERB.M.spm.1.C.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.4,normal,121.3,15.8,normal,176.3,11.4,normal,197.5,17.8
-S.ERB.M.spm.1.C.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,18.0,lognormal,123.7,0.15,normal,196.8,16.1,normal,205.0,15.4
-S.ERB.M.spm.1.C.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,16.0,lognormal,115.4,0.15,lognormal,171.4,0.1,lognormal,187.5,0.11
-S.ERB.M.spm.1.C.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,16.1,normal,111.1,14.7,normal,180.2,17.5,lognormal,191.8,0.11
-S.ERB.M.spm.1.C.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,16.8,lognormal,118.6,0.15,normal,179.3,13.7,lognormal,195.1,0.1
-S.ERB.M.spm.1.C.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,17.7,lognormal,121.8,0.14,lognormal,192.1,0.09,normal,201.7,16.0
-S.ERB.M.spm.1.C.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,18.0,lognormal,123.6,0.15,normal,191.0,14.9,lognormal,203.5,0.09
-S.ERB.M.spm.1.C.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,16.1,lognormal,115.2,0.14,lognormal,159.1,0.08,normal,181.5,17.3
-S.ERB.M.spm.1.C.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.5,15.9,lognormal,111.7,0.15,lognormal,177.1,0.11,normal,191.3,20.5
-S.ERB.M.spm.1.C.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,17.0,lognormal,118.2,0.14,normal,173.3,14.3,normal,191.0,18.4
-S.ERB.M.spm.1.C.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,17.5,lognormal,122.0,0.15,lognormal,183.5,0.08,lognormal,199.5,0.1
-S.ERB.M.spm.1.D.std.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,lognormal,123.5,0.14,lognormal,201.0,0.11,normal,211.7,18.1
-S.ERB.M.spm.1.D.std.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,17.1,lognormal,116.2,0.15,lognormal,189.2,0.11,lognormal,200.0,0.11
-S.ERB.M.spm.1.D.std.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.3,lognormal,111.4,0.14,lognormal,184.0,0.12,lognormal,192.7,0.1
-S.ERB.M.spm.1.D.std.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.1,17.1,lognormal,118.6,0.15,normal,192.8,19.1,lognormal,205.6,0.1
-S.ERB.M.spm.1.D.std.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.4,lognormal,122.0,0.15,lognormal,196.1,0.1,normal,207.1,17.3
-S.ERB.M.spm.1.D.std.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,18.0,lognormal,123.8,0.15,lognormal,204.7,0.12,normal,215.1,19.9
-S.ERB.M.spm.1.D.std.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,17.1,lognormal,115.5,0.15,lognormal,190.6,0.11,normal,200.4,18.0
-S.ERB.M.spm.1.D.std.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,16.4,lognormal,111.6,0.15,lognormal,184.4,0.11,lognormal,195.2,0.11
-S.ERB.M.spm.1.D.std.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.2,lognormal,118.8,0.15,lognormal,194.1,0.12,lognormal,206.1,0.1
-S.ERB.M.spm.1.D.std.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,18.0,lognormal,122.5,0.15,normal,201.2,21.1,lognormal,210.8,0.1
-S.ERB.M.spm.1.D.std.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.9,17.6,lognormal,123.8,0.15,lognormal,203.0,0.12,normal,212.0,18.0
-S.ERB.M.spm.1.D.std.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,17.0,lognormal,115.6,0.15,lognormal,190.4,0.11,lognormal,203.4,0.11
-S.ERB.M.spm.1.D.std.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,16.3,normal,111.2,14.6,lognormal,185.0,0.12,lognormal,196.6,0.11
-S.ERB.M.spm.1.D.std.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,17.1,lognormal,118.3,0.14,lognormal,193.9,0.11,lognormal,208.6,0.11
-S.ERB.M.spm.1.D.std.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,17.9,lognormal,122.0,0.15,lognormal,200.3,0.12,lognormal,209.3,0.09
-S.ERB.M.spm.1.D.sup.hig.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.1,17.8,lognormal,123.6,0.14,normal,201.6,19.4,normal,211.0,16.7
-S.ERB.M.spm.1.D.sup.hig.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,17.0,lognormal,115.7,0.15,lognormal,190.1,0.11,lognormal,201.5,0.1
-S.ERB.M.spm.1.D.sup.hig.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.5,normal,111.4,14.5,lognormal,183.0,0.11,lognormal,193.8,0.1
-S.ERB.M.spm.1.D.sup.hig.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.4,lognormal,119.3,0.15,normal,194.5,19.3,lognormal,206.3,0.1
-S.ERB.M.spm.1.D.sup.hig.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,17.8,lognormal,121.9,0.15,lognormal,200.5,0.11,normal,210.8,19.6
-S.ERB.M.spm.1.D.sup.low.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.5,lognormal,123.5,0.14,lognormal,204.1,0.11,normal,213.5,18.2
-S.ERB.M.spm.1.D.sup.low.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,17.3,lognormal,115.9,0.15,lognormal,191.8,0.11,lognormal,201.6,0.1
-S.ERB.M.spm.1.D.sup.low.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.5,lognormal,111.8,0.15,normal,185.8,19.1,lognormal,195.4,0.1
-S.ERB.M.spm.1.D.sup.low.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.3,16.8,lognormal,118.6,0.15,lognormal,198.4,0.12,normal,207.8,19.6
-S.ERB.M.spm.1.D.sup.low.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,17.7,lognormal,121.9,0.15,lognormal,201.0,0.11,lognormal,215.5,0.11
-S.ERB.M.spm.1.D.sup.med.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.0,17.8,lognormal,123.6,0.15,lognormal,203.5,0.11,normal,216.3,19.5
-S.ERB.M.spm.1.D.sup.med.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,17.0,lognormal,115.3,0.14,lognormal,190.3,0.11,normal,203.1,19.5
-S.ERB.M.spm.1.D.sup.med.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,16.6,lognormal,111.9,0.15,normal,184.6,18.3,lognormal,197.5,0.11
-S.ERB.M.spm.1.D.sup.med.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,17.0,lognormal,118.5,0.14,normal,193.9,18.6,normal,208.3,19.7
-S.ERB.M.spm.1.D.sup.med.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,17.4,lognormal,121.7,0.14,lognormal,200.2,0.1,lognormal,213.3,0.1
-S.PMB.L.0.god.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.4,0.16,normal,109.8,15.4,lognormal,127.1,0.13,lognormal,187.4,0.11
-S.PMB.L.0.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.6,0.14,lognormal,95.0,0.14,lognormal,109.2,0.12,lognormal,161.4,0.1
-S.PMB.L.0.god.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.9,0.15,lognormal,88.2,0.15,lognormal,100.6,0.12,lognormal,149.3,0.12
-S.PMB.L.0.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.9,0.14,lognormal,100.4,0.14,lognormal,115.6,0.12,normal,169.6,15.2
-S.PMB.L.0.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,14.0,normal,105.8,14.0,normal,123.3,14.4,lognormal,180.0,0.1
-S.PMB.L.0.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.1,0.15,normal,109.5,15.2,normal,127.5,15.5,normal,185.4,17.7
-S.PMB.L.0.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.5,0.14,lognormal,94.9,0.14,lognormal,109.3,0.12,lognormal,161.3,0.1
-S.PMB.L.0.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.8,0.15,lognormal,88.2,0.15,lognormal,100.7,0.12,lognormal,149.8,0.12
-S.PMB.L.0.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.7,0.14,lognormal,100.2,0.14,normal,116.0,13.0,normal,170.1,14.9
-S.PMB.L.0.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.0,normal,106.0,14.0,normal,123.3,14.3,normal,180.1,17.1
-S.PMB.L.0.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.4,normal,106.4,13.2,lognormal,115.2,0.11,lognormal,157.6,0.12
-S.PMB.L.0.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,93.4,0.13,lognormal,93.6,0.13,lognormal,102.5,0.12,lognormal,140.0,0.13
-S.PMB.L.0.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,86.8,0.14,lognormal,87.0,0.14,lognormal,95.5,0.12,lognormal,131.7,0.14
-S.PMB.L.0.por.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.3,0.13,lognormal,98.6,0.13,normal,106.9,11.2,lognormal,146.3,0.12
-S.PMB.L.0.por.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,12.8,normal,103.7,12.7,lognormal,112.4,0.11,lognormal,154.3,0.12
-S.PMB.L.0.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.4,0.17,lognormal,143.7,0.17,lognormal,147.7,0.17,normal,169.5,23.1
-S.PMB.L.0.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.7,0.14,lognormal,117.8,0.14,lognormal,120.6,0.13,lognormal,137.1,0.13
-S.PMB.L.0.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.9,0.14,lognormal,105.3,0.14,lognormal,108.1,0.14,lognormal,123.1,0.14
-S.PMB.L.0.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,16.4,normal,127.2,16.2,normal,130.3,16.3,normal,148.8,18.6
-S.PMB.L.0.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.1,0.16,lognormal,137.7,0.15,lognormal,141.1,0.15,normal,161.7,20.9
-S.PMB.L.1.god.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,162.6,0.12,lognormal,162.7,0.13,lognormal,168.7,0.12,normal,219.8,18.5
-S.PMB.L.1.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.9,0.13,lognormal,149.0,0.13,lognormal,154.1,0.12,normal,197.9,19.0
-S.PMB.L.1.god.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.13,lognormal,142.9,0.13,lognormal,147.8,0.12,lognormal,183.9,0.11
-S.PMB.L.1.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,154.4,0.12,lognormal,154.5,0.12,lognormal,159.4,0.11,normal,209.1,20.1
-S.PMB.L.1.god.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,159.5,0.12,lognormal,159.6,0.12,normal,164.7,17.4,normal,214.9,18.7
-S.PMB.L.1.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,173.1,0.12,normal,173.2,18.7,lognormal,181.9,0.12,normal,220.7,18.9
-S.PMB.L.1.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,158.8,18.3,normal,158.9,18.3,lognormal,165.6,0.12,normal,198.6,19.1
-S.PMB.L.1.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.8,0.12,lognormal,151.9,0.12,lognormal,157.3,0.11,lognormal,184.5,0.11
-S.PMB.L.1.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,164.3,0.12,lognormal,164.4,0.12,lognormal,171.5,0.12,normal,210.9,21.1
-S.PMB.L.1.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.4,18.0,normal,169.5,18.7,lognormal,178.4,0.12,normal,215.4,18.6
-S.PMB.L.1.por.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.6,0.13,lognormal,117.7,0.13,lognormal,121.5,0.13,lognormal,171.3,0.11
-S.PMB.L.1.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.1,0.13,lognormal,107.2,0.13,normal,110.5,12.6,lognormal,156.8,0.12
-S.PMB.L.1.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.7,0.13,lognormal,101.8,0.13,lognormal,105.4,0.13,lognormal,150.1,0.12
-S.PMB.L.1.por.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.0,0.13,lognormal,111.1,0.13,lognormal,114.9,0.13,lognormal,162.8,0.12
-S.PMB.L.1.por.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.13,lognormal,114.8,0.12,lognormal,118.7,0.12,lognormal,168.4,0.11
-S.PMB.L.1.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,18.1,normal,130.4,17.9,normal,142.7,18.8,lognormal,208.8,0.13
-S.PMB.L.1.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.7,0.14,lognormal,109.7,0.13,lognormal,119.9,0.13,lognormal,172.8,0.11
-S.PMB.L.1.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.8,0.15,lognormal,99.7,0.14,lognormal,108.4,0.13,lognormal,158.6,0.12
-S.PMB.L.1.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,14.3,lognormal,117.8,0.14,lognormal,128.1,0.13,lognormal,185.6,0.11
-S.PMB.L.1.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.8,0.15,lognormal,126.1,0.15,normal,137.9,17.7,normal,199.9,23.2
-S.PMB.M.0.god.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.2,0.16,lognormal,130.9,0.16,normal,142.6,18.8,normal,206.4,22.6
-S.PMB.M.0.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.7,0.14,lognormal,109.8,0.13,lognormal,119.8,0.13,lognormal,174.3,0.11
-S.PMB.M.0.god.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.0,0.15,lognormal,99.9,0.14,lognormal,108.5,0.13,lognormal,158.7,0.12
-S.PMB.M.0.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,14.3,lognormal,117.7,0.14,lognormal,128.4,0.13,lognormal,186.4,0.12
-S.PMB.M.0.god.std.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,16.7,normal,125.5,16.4,normal,136.6,16.6,lognormal,198.5,0.13
-S.PMB.M.0.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,18.1,normal,130.4,17.9,normal,142.7,18.8,lognormal,208.8,0.13
-S.PMB.M.0.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.7,0.14,lognormal,109.7,0.13,lognormal,119.9,0.13,lognormal,172.8,0.11
-S.PMB.M.0.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.8,0.15,lognormal,99.7,0.14,lognormal,108.4,0.13,lognormal,158.6,0.12
-S.PMB.M.0.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.7,14.3,lognormal,117.8,0.14,lognormal,128.1,0.13,lognormal,185.6,0.11
-S.PMB.M.0.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.8,0.15,lognormal,126.1,0.15,normal,137.9,17.7,normal,199.9,23.2
-S.PMB.M.0.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.5,15.3,lognormal,123.2,0.13,normal,129.3,14.3,normal,168.6,16.6
-S.PMB.M.0.por.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,12.0,lognormal,106.2,0.12,normal,111.8,11.7,lognormal,148.3,0.12
-S.PMB.M.0.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,96.7,0.13,lognormal,97.3,0.13,lognormal,103.4,0.12,lognormal,137.9,0.12
-S.PMB.M.0.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,12.3,lognormal,112.7,0.12,lognormal,119.0,0.12,lognormal,157.4,0.12
-S.PMB.M.0.por.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.13,lognormal,119.7,0.13,normal,125.3,13.4,lognormal,164.8,0.11
-S.PMB.M.0.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.1,0.15,normal,109.5,15.2,normal,127.5,15.5,normal,185.4,17.7
-S.PMB.M.0.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.5,0.14,lognormal,94.9,0.14,lognormal,109.3,0.12,lognormal,161.3,0.1
-S.PMB.M.0.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.8,0.15,lognormal,88.2,0.15,lognormal,100.7,0.12,lognormal,149.8,0.12
-S.PMB.M.0.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.7,0.14,lognormal,100.2,0.14,normal,116.0,13.0,normal,170.1,14.9
-S.PMB.M.0.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.0,normal,106.0,14.0,normal,123.3,14.3,normal,180.1,17.1
-S.PMB.M.1.god.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,178.1,0.12,lognormal,178.2,0.12,lognormal,187.4,0.13,lognormal,250.0,0.12
-S.PMB.M.1.god.std.15,0,Peak Gust Wind Speed,mph,0,0,normal,160.1,18.4,normal,160.2,18.4,lognormal,166.7,0.12,lognormal,212.5,0.1
-S.PMB.M.1.god.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.4,0.13,lognormal,151.5,0.13,lognormal,158.5,0.13,lognormal,198.4,0.11
-S.PMB.M.1.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,167.6,0.13,lognormal,167.7,0.13,lognormal,174.7,0.12,normal,228.7,23.2
-S.PMB.M.1.god.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,173.5,0.12,lognormal,173.6,0.12,lognormal,180.3,0.12,normal,224.6,16.1
-S.PMB.M.1.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,178.3,0.12,lognormal,178.4,0.12,lognormal,187.5,0.13,lognormal,250.0,0.12
-S.PMB.M.1.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,160.2,18.4,normal,160.3,18.3,lognormal,166.7,0.12,lognormal,213.6,0.1
-S.PMB.M.1.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.5,0.13,lognormal,151.6,0.13,lognormal,158.5,0.13,lognormal,199.1,0.11
-S.PMB.M.1.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,167.6,0.13,lognormal,167.7,0.12,lognormal,174.8,0.12,lognormal,232.3,0.12
-S.PMB.M.1.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,173.5,0.12,lognormal,173.6,0.12,lognormal,180.5,0.12,normal,223.6,15.0
-S.PMB.M.1.por.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,129.0,0.14,lognormal,134.1,0.13,normal,180.3,18.9
-S.PMB.M.1.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.1,0.14,lognormal,116.2,0.14,normal,120.5,14.7,lognormal,163.1,0.12
-S.PMB.M.1.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.1,0.14,lognormal,109.2,0.14,lognormal,113.4,0.13,lognormal,154.2,0.13
-S.PMB.M.1.por.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.8,0.14,lognormal,120.9,0.14,lognormal,126.2,0.13,lognormal,170.3,0.12
-S.PMB.M.1.por.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.7,0.13,lognormal,125.8,0.13,lognormal,131.1,0.13,normal,175.5,18.5
-S.PMB.M.1.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,204.9,0.12,lognormal,205.0,0.12,normal,211.4,19.5,lognormal,250.0,0.13
-S.PMB.M.1.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,180.9,0.12,lognormal,181.0,0.12,lognormal,192.0,0.13,normal,207.4,19.4
-S.PMB.M.1.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,168.9,0.12,lognormal,169.0,0.12,lognormal,178.6,0.12,lognormal,195.7,0.12
-S.PMB.M.1.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,192.7,0.13,lognormal,192.8,0.13,normal,201.1,20.5,normal,215.2,19.5
-S.PMB.M.1.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,201.7,0.13,lognormal,201.8,0.12,lognormal,212.5,0.13,normal,225.6,19.1
-S.PMB.S.0.god.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.8,0.17,lognormal,143.5,0.17,lognormal,147.7,0.17,normal,168.9,23.3
-S.PMB.S.0.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.0,0.14,lognormal,118.2,0.14,lognormal,121.1,0.14,normal,136.8,15.8
-S.PMB.S.0.god.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.9,0.14,lognormal,105.3,0.13,lognormal,108.2,0.13,lognormal,123.4,0.14
-S.PMB.S.0.god.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,16.3,normal,126.9,15.9,normal,130.0,16.1,normal,149.6,18.8
-S.PMB.S.0.god.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.0,0.16,normal,137.4,19.3,normal,140.7,19.4,normal,161.5,21.6
-S.PMB.S.0.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.4,0.17,lognormal,143.7,0.17,lognormal,147.7,0.17,normal,169.5,23.1
-S.PMB.S.0.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.7,0.14,lognormal,117.8,0.14,lognormal,120.6,0.13,lognormal,137.1,0.13
-S.PMB.S.0.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.9,0.14,lognormal,105.3,0.14,lognormal,108.1,0.14,lognormal,123.1,0.14
-S.PMB.S.0.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.4,16.4,normal,127.2,16.2,normal,130.3,16.3,normal,148.8,18.6
-S.PMB.S.0.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.1,0.16,lognormal,137.7,0.15,lognormal,141.1,0.15,normal,161.7,20.9
-S.PMB.S.0.por.std.100,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,17.4,normal,135.7,16.8,normal,141.5,17.6,normal,158.1,17.8
-S.PMB.S.0.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.6,0.13,lognormal,114.7,0.12,lognormal,118.6,0.12,lognormal,132.6,0.12
-S.PMB.S.0.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.9,0.14,lognormal,104.0,0.13,normal,106.8,12.1,lognormal,120.9,0.13
-S.PMB.S.0.por.std.35,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,14.8,lognormal,123.2,0.13,normal,127.7,14.9,normal,141.4,15.1
-S.PMB.S.0.por.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.6,0.14,normal,131.2,15.9,normal,136.0,16.2,normal,151.7,17.4
-S.PMB.S.0.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,178.3,0.12,lognormal,178.4,0.12,lognormal,187.5,0.13,lognormal,250.0,0.12
-S.PMB.S.0.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,160.2,18.4,normal,160.3,18.3,lognormal,166.7,0.12,lognormal,213.6,0.1
-S.PMB.S.0.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.5,0.13,lognormal,151.6,0.13,lognormal,158.5,0.13,lognormal,199.1,0.11
-S.PMB.S.0.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,167.6,0.13,lognormal,167.7,0.12,lognormal,174.8,0.12,lognormal,232.3,0.12
-S.PMB.S.0.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,173.5,0.12,lognormal,173.6,0.12,lognormal,180.5,0.12,normal,223.6,15.0
-S.PMB.S.1.god.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,201.3,0.13,lognormal,201.4,0.13,normal,208.8,19.6,normal,226.3,18.1
-S.PMB.S.1.god.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,175.9,0.11,lognormal,176.0,0.11,lognormal,188.9,0.13,lognormal,206.6,0.11
-S.PMB.S.1.god.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,165.8,0.13,lognormal,165.9,0.13,lognormal,175.8,0.12,normal,193.8,20.5
-S.PMB.S.1.god.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,188.9,0.13,lognormal,189.0,0.13,normal,199.0,21.3,normal,214.0,19.6
-S.PMB.S.1.god.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,196.7,0.13,lognormal,196.8,0.13,normal,208.0,23.1,normal,225.0,20.0
-S.PMB.S.1.god.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,204.9,0.12,lognormal,205.0,0.12,normal,211.4,19.5,lognormal,250.0,0.13
-S.PMB.S.1.god.sup.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,180.9,0.12,lognormal,181.0,0.12,lognormal,192.0,0.13,normal,207.4,19.4
-S.PMB.S.1.god.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,168.9,0.12,lognormal,169.0,0.12,lognormal,178.6,0.12,lognormal,195.7,0.12
-S.PMB.S.1.god.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,192.7,0.13,lognormal,192.8,0.13,normal,201.1,20.5,normal,215.2,19.5
-S.PMB.S.1.god.sup.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,201.7,0.13,lognormal,201.8,0.12,lognormal,212.5,0.13,normal,225.6,19.1
-S.PMB.S.1.por.std.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,144.2,0.13,lognormal,144.3,0.13,lognormal,153.7,0.13,lognormal,169.5,0.11
-S.PMB.S.1.por.std.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.9,0.13,normal,128.0,16.3,lognormal,136.0,0.13,lognormal,152.8,0.13
-S.PMB.S.1.por.std.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.5,0.14,lognormal,119.6,0.14,lognormal,127.1,0.13,lognormal,140.2,0.12
-S.PMB.S.1.por.std.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,134.9,0.14,lognormal,135.0,0.14,lognormal,143.1,0.13,lognormal,160.4,0.13
-S.PMB.S.1.por.std.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,140.8,0.13,lognormal,140.9,0.13,lognormal,149.3,0.12,lognormal,167.2,0.12
-S.PMB.S.1.por.sup.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,173.1,0.12,normal,173.2,18.7,lognormal,181.9,0.12,normal,220.7,18.9
-S.PMB.S.1.por.sup.15,0,Peak Gust Wind Speed,mph,0,0,normal,158.8,18.3,normal,158.9,18.3,lognormal,165.6,0.12,normal,198.6,19.1
-S.PMB.S.1.por.sup.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,151.8,0.12,lognormal,151.9,0.12,lognormal,157.3,0.11,lognormal,184.5,0.11
-S.PMB.S.1.por.sup.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,164.3,0.12,lognormal,164.4,0.12,lognormal,171.5,0.12,normal,210.9,21.1
-S.PMB.S.1.por.sup.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.4,18.0,normal,169.5,18.7,lognormal,178.4,0.12,normal,215.4,18.6
-W.MUH.1.flt.bur.god.null.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,21.0,normal,153.2,17.7,normal,179.0,17.3,lognormal,224.1,0.1
-W.MUH.1.flt.bur.god.null.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,17.7,normal,129.4,14.9,lognormal,149.0,0.11,normal,180.7,15.5
-W.MUH.1.flt.bur.god.null.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.7,normal,126.4,16.6,normal,143.7,14.1,lognormal,165.4,0.09
-W.MUH.1.flt.bur.god.null.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.9,normal,139.1,16.4,normal,159.6,15.3,normal,196.9,17.6
-W.MUH.1.flt.bur.god.null.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,20.1,lognormal,149.4,0.13,lognormal,173.2,0.11,normal,211.4,17.6
-W.MUH.1.flt.bur.god.null.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,24.2,lognormal,159.8,0.15,normal,186.4,19.5,normal,247.6,26.2
-W.MUH.1.flt.bur.god.null.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,20.9,normal,139.4,18.8,normal,160.5,16.0,normal,197.9,18.0
-W.MUH.1.flt.bur.god.null.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.0,20.4,lognormal,129.1,0.16,lognormal,153.3,0.13,lognormal,189.3,0.11
-W.MUH.1.flt.bur.god.null.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,21.5,lognormal,148.1,0.15,lognormal,171.7,0.11,lognormal,212.6,0.1
-W.MUH.1.flt.bur.god.null.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,22.7,normal,156.0,20.9,lognormal,182.6,0.12,lognormal,222.0,0.08
-W.MUH.1.flt.bur.god.null.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,21.5,normal,153.9,18.1,normal,178.2,17.1,lognormal,203.3,0.1
-W.MUH.1.flt.bur.god.null.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,17.6,normal,129.3,14.9,lognormal,149.9,0.11,lognormal,165.9,0.1
-W.MUH.1.flt.bur.god.null.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.4,normal,126.4,16.3,lognormal,143.4,0.11,normal,156.6,13.9
-W.MUH.1.flt.bur.god.null.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,18.4,lognormal,139.3,0.13,normal,160.4,15.4,lognormal,180.8,0.1
-W.MUH.1.flt.bur.god.null.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,20.1,normal,149.6,18.5,lognormal,173.3,0.11,normal,195.2,18.7
-W.MUH.1.flt.bur.god.null.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.5,24.2,normal,159.3,21.2,lognormal,187.9,0.11,normal,213.7,18.1
-W.MUH.1.flt.bur.god.null.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,21.3,normal,139.1,18.4,normal,161.5,17.0,lognormal,183.0,0.1
-W.MUH.1.flt.bur.god.null.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.1,20.6,normal,128.7,18.2,lognormal,152.6,0.13,lognormal,175.9,0.11
-W.MUH.1.flt.bur.god.null.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,21.7,normal,146.5,19.3,normal,171.9,17.4,lognormal,198.5,0.11
-W.MUH.1.flt.bur.god.null.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.8,23.3,lognormal,156.2,0.15,normal,182.4,19.5,normal,205.5,16.9
-W.MUH.1.flt.bur.god.null.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.7,22.1,lognormal,171.1,0.13,normal,198.3,21.4,normal,247.7,26.1
-W.MUH.1.flt.bur.god.null.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.6,lognormal,138.7,0.14,lognormal,162.5,0.14,normal,195.4,16.4
-W.MUH.1.flt.bur.god.null.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,19.9,normal,144.4,16.4,normal,160.6,14.1,normal,175.9,14.1
-W.MUH.1.flt.bur.god.null.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,18.9,lognormal,150.7,0.14,lognormal,175.5,0.14,lognormal,215.5,0.11
-W.MUH.1.flt.bur.god.null.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,20.4,lognormal,163.1,0.14,lognormal,190.1,0.13,normal,223.0,15.8
-W.MUH.1.flt.bur.god.null.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.0,25.8,normal,193.9,24.1,normal,227.1,22.0,lognormal,250.0,0.07
-W.MUH.1.flt.bur.god.null.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,21.6,lognormal,164.3,0.14,lognormal,199.3,0.12,normal,219.6,20.5
-W.MUH.1.flt.bur.god.null.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,23.8,normal,160.6,21.6,lognormal,185.9,0.11,normal,193.8,18.8
-W.MUH.1.flt.bur.god.null.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.8,lognormal,177.0,0.14,normal,211.9,20.6,normal,239.7,20.7
-W.MUH.1.flt.bur.god.null.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.9,normal,189.5,24.7,normal,227.2,24.8,lognormal,250.0,0.08
-W.MUH.1.flt.bur.god.null.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.9,0.17,lognormal,171.8,0.14,normal,193.5,19.3,lognormal,203.5,0.1
-W.MUH.1.flt.bur.god.null.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.8,lognormal,139.1,0.14,normal,158.3,17.3,lognormal,167.8,0.11
-W.MUH.1.flt.bur.god.null.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.9,normal,144.3,16.3,normal,155.6,13.8,lognormal,157.4,0.1
-W.MUH.1.flt.bur.god.null.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,19.2,lognormal,151.1,0.14,lognormal,173.2,0.13,normal,180.5,17.3
-W.MUH.1.flt.bur.god.null.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,22.0,lognormal,162.7,0.13,normal,181.5,16.1,lognormal,195.2,0.11
-W.MUH.1.flt.bur.god.null.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.5,26.4,lognormal,196.1,0.15,normal,212.4,18.3,normal,212.7,17.6
-W.MUH.1.flt.bur.god.null.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,22.3,normal,164.4,20.1,lognormal,182.9,0.11,lognormal,184.0,0.11
-W.MUH.1.flt.bur.god.null.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,23.5,normal,161.5,22.4,lognormal,176.1,0.11,lognormal,177.1,0.11
-W.MUH.1.flt.bur.god.null.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.9,22.8,lognormal,177.8,0.14,lognormal,194.1,0.1,lognormal,195.0,0.1
-W.MUH.1.flt.bur.god.null.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.4,25.2,lognormal,188.5,0.14,normal,208.0,18.7,normal,208.9,18.1
-W.MUH.1.flt.bur.god.null.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,20.7,normal,157.4,19.4,normal,190.1,21.3,lognormal,250.0,0.12
-W.MUH.1.flt.bur.god.null.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,17.4,normal,131.7,16.0,lognormal,158.0,0.13,normal,195.0,15.6
-W.MUH.1.flt.bur.god.null.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,18.7,normal,131.4,18.5,normal,154.8,15.5,lognormal,176.4,0.09
-W.MUH.1.flt.bur.god.null.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,18.5,lognormal,141.7,0.13,lognormal,171.5,0.14,normal,214.3,18.8
-W.MUH.1.flt.bur.god.null.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,19.7,lognormal,152.8,0.14,lognormal,183.0,0.12,normal,233.8,22.3
-W.MUH.1.flt.bur.god.null.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.3,24.2,lognormal,165.0,0.16,normal,204.2,26.0,lognormal,250.0,0.06
-W.MUH.1.flt.bur.god.null.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,21.1,normal,144.8,21.7,normal,177.8,22.3,normal,218.1,19.3
-W.MUH.1.flt.bur.god.null.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,21.1,lognormal,134.3,0.17,lognormal,166.9,0.15,normal,193.1,16.7
-W.MUH.1.flt.bur.god.null.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,22.1,normal,153.5,22.1,normal,191.3,26.9,normal,248.6,23.8
-W.MUH.1.flt.bur.god.null.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.6,24.8,lognormal,162.9,0.16,normal,196.1,23.3,lognormal,250.0,0.08
-W.MUH.1.flt.bur.god.null.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,21.2,normal,156.8,19.0,lognormal,189.4,0.12,normal,201.7,17.6
-W.MUH.1.flt.bur.god.null.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,17.3,lognormal,131.9,0.13,lognormal,155.7,0.12,lognormal,167.9,0.11
-W.MUH.1.flt.bur.god.null.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.5,normal,131.3,17.9,lognormal,152.9,0.11,lognormal,157.9,0.1
-W.MUH.1.flt.bur.god.null.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,18.1,normal,141.5,17.4,lognormal,168.8,0.13,lognormal,179.9,0.1
-W.MUH.1.flt.bur.god.null.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,19.9,lognormal,152.8,0.14,normal,181.0,18.9,lognormal,196.9,0.11
-W.MUH.1.flt.bur.god.null.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.6,25.5,lognormal,166.0,0.16,normal,200.7,23.5,normal,213.1,17.8
-W.MUH.1.flt.bur.god.null.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,21.0,lognormal,145.4,0.17,lognormal,174.8,0.14,normal,183.9,19.4
-W.MUH.1.flt.bur.god.null.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,20.6,lognormal,134.3,0.17,lognormal,165.9,0.15,lognormal,177.3,0.11
-W.MUH.1.flt.bur.god.null.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,22.3,lognormal,154.2,0.16,lognormal,186.1,0.13,normal,198.4,20.9
-W.MUH.1.flt.bur.god.null.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,24.0,lognormal,161.4,0.16,normal,195.2,23.0,normal,207.4,18.4
-W.MUH.1.flt.bur.god.null.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.6,23.5,lognormal,171.2,0.13,normal,196.1,19.0,normal,247.6,26.1
-W.MUH.1.flt.bur.god.null.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.8,lognormal,138.5,0.14,normal,160.0,18.7,normal,195.1,15.7
-W.MUH.1.flt.bur.god.null.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,19.2,lognormal,145.1,0.13,normal,160.1,13.0,normal,175.9,14.6
-W.MUH.1.flt.bur.god.null.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.3,0.16,lognormal,151.3,0.14,normal,176.4,21.9,normal,211.1,17.5
-W.MUH.1.flt.bur.god.null.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.7,0.17,lognormal,163.2,0.14,lognormal,190.0,0.13,normal,238.2,23.9
-W.MUH.1.flt.bur.god.null.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.0,26.4,lognormal,194.4,0.14,normal,235.2,25.7,lognormal,250.0,0.06
-W.MUH.1.flt.bur.god.null.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.0,lognormal,166.2,0.14,normal,196.8,19.1,normal,216.6,18.0
-W.MUH.1.flt.bur.god.null.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,24.2,normal,160.6,21.8,normal,186.9,19.4,normal,194.5,18.1
-W.MUH.1.flt.bur.god.null.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.5,23.4,lognormal,176.3,0.14,lognormal,211.6,0.11,normal,248.3,24.4
-W.MUH.1.flt.bur.god.null.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.0,25.4,normal,188.1,22.4,lognormal,234.4,0.14,normal,250.0,20.0
-W.MUH.1.flt.bur.god.null.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,23.1,lognormal,171.2,0.13,normal,193.2,18.8,lognormal,201.7,0.09
-W.MUH.1.flt.bur.god.null.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.8,lognormal,139.7,0.15,normal,157.4,16.4,lognormal,166.4,0.1
-W.MUH.1.flt.bur.god.null.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,20.4,normal,144.2,16.7,normal,155.1,13.5,normal,156.5,13.7
-W.MUH.1.flt.bur.god.null.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.1,lognormal,150.7,0.14,lognormal,171.8,0.12,lognormal,179.9,0.1
-W.MUH.1.flt.bur.god.null.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.4,0.17,lognormal,163.7,0.14,normal,183.8,17.8,normal,195.0,18.8
-W.MUH.1.flt.bur.god.null.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.4,25.7,lognormal,194.4,0.14,lognormal,215.0,0.11,normal,216.6,21.2
-W.MUH.1.flt.bur.god.null.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.2,21.4,normal,163.3,19.3,lognormal,183.4,0.12,lognormal,185.0,0.12
-W.MUH.1.flt.bur.god.null.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,23.4,lognormal,162.8,0.16,lognormal,175.6,0.11,normal,175.9,17.2
-W.MUH.1.flt.bur.god.null.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,22.7,normal,176.0,21.6,lognormal,195.7,0.11,lognormal,197.7,0.11
-W.MUH.1.flt.bur.god.null.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.3,25.0,normal,188.9,23.2,lognormal,205.9,0.1,normal,206.4,18.0
-W.MUH.1.flt.bur.por.null.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,21.0,lognormal,139.5,0.17,normal,170.5,22.1,normal,220.7,17.7
-W.MUH.1.flt.bur.por.null.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,17.1,lognormal,120.0,0.16,normal,143.5,16.4,normal,181.2,16.2
-W.MUH.1.flt.bur.por.null.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.3,17.7,lognormal,112.5,0.17,normal,136.8,17.4,lognormal,164.0,0.09
-W.MUH.1.flt.bur.por.null.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,18.4,lognormal,127.0,0.16,normal,154.0,18.3,normal,195.5,16.8
-W.MUH.1.flt.bur.por.null.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,20.3,normal,135.0,19.9,lognormal,164.3,0.14,normal,210.4,16.5
-W.MUH.1.flt.bur.por.null.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,21.6,lognormal,139.8,0.17,lognormal,172.6,0.15,lognormal,250.0,0.12
-W.MUH.1.flt.bur.por.null.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.4,18.5,lognormal,122.4,0.17,lognormal,149.8,0.14,normal,198.9,19.5
-W.MUH.1.flt.bur.por.null.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.7,lognormal,112.2,0.17,lognormal,139.4,0.15,lognormal,189.7,0.1
-W.MUH.1.flt.bur.por.null.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,20.0,lognormal,129.6,0.17,lognormal,160.7,0.16,normal,210.7,18.3
-W.MUH.1.flt.bur.por.null.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,21.4,lognormal,136.3,0.17,lognormal,168.5,0.15,normal,223.9,18.5
-W.MUH.1.flt.bur.por.null.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.9,normal,138.6,20.3,lognormal,170.1,0.15,lognormal,200.2,0.09
-W.MUH.1.flt.bur.por.null.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,17.4,normal,119.1,16.8,lognormal,143.2,0.12,lognormal,165.6,0.1
-W.MUH.1.flt.bur.por.null.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,17.5,lognormal,112.4,0.17,normal,137.3,17.7,normal,156.8,13.8
-W.MUH.1.flt.bur.por.null.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,18.6,normal,127.1,18.3,lognormal,154.5,0.13,normal,180.2,17.1
-W.MUH.1.flt.bur.por.null.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,20.4,normal,134.6,19.4,normal,164.6,20.7,lognormal,195.2,0.11
-W.MUH.1.flt.bur.por.null.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,21.5,lognormal,139.5,0.17,normal,172.9,24.1,normal,212.1,17.6
-W.MUH.1.flt.bur.por.null.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,19.0,lognormal,122.5,0.17,lognormal,149.9,0.15,lognormal,183.4,0.11
-W.MUH.1.flt.bur.por.null.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,17.5,lognormal,112.5,0.17,lognormal,139.8,0.15,normal,174.9,16.9
-W.MUH.1.flt.bur.por.null.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,20.2,lognormal,129.3,0.17,lognormal,159.6,0.15,lognormal,197.9,0.11
-W.MUH.1.flt.bur.por.null.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,21.2,lognormal,136.6,0.17,lognormal,168.6,0.15,lognormal,208.1,0.1
-W.MUH.1.flt.bur.por.null.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.7,22.1,lognormal,171.1,0.13,normal,198.3,21.4,normal,247.7,26.1
-W.MUH.1.flt.bur.por.null.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.6,lognormal,138.7,0.14,lognormal,162.5,0.14,normal,195.4,16.4
-W.MUH.1.flt.bur.por.null.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,19.9,normal,144.4,16.4,normal,160.6,14.1,normal,175.9,14.1
-W.MUH.1.flt.bur.por.null.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,18.9,lognormal,150.7,0.14,lognormal,175.5,0.14,lognormal,215.5,0.11
-W.MUH.1.flt.bur.por.null.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,20.4,lognormal,163.1,0.14,lognormal,190.1,0.13,normal,223.0,15.8
-W.MUH.1.flt.bur.por.null.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.0,25.8,normal,193.9,24.1,normal,227.1,22.0,lognormal,250.0,0.07
-W.MUH.1.flt.bur.por.null.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,21.6,lognormal,164.3,0.14,lognormal,199.3,0.12,normal,219.6,20.5
-W.MUH.1.flt.bur.por.null.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,23.8,normal,160.6,21.6,lognormal,185.9,0.11,normal,193.8,18.8
-W.MUH.1.flt.bur.por.null.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.8,lognormal,177.0,0.14,normal,211.9,20.6,normal,239.7,20.7
-W.MUH.1.flt.bur.por.null.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.9,normal,189.5,24.7,normal,227.2,24.8,lognormal,250.0,0.08
-W.MUH.1.flt.bur.por.null.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.9,0.17,lognormal,171.8,0.14,normal,193.5,19.3,lognormal,203.5,0.1
-W.MUH.1.flt.bur.por.null.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.8,lognormal,139.1,0.14,normal,158.3,17.3,lognormal,167.8,0.11
-W.MUH.1.flt.bur.por.null.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.9,normal,144.3,16.3,normal,155.6,13.8,lognormal,157.4,0.1
-W.MUH.1.flt.bur.por.null.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,19.2,lognormal,151.1,0.14,lognormal,173.2,0.13,normal,180.5,17.3
-W.MUH.1.flt.bur.por.null.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,22.0,lognormal,162.7,0.13,normal,181.5,16.1,lognormal,195.2,0.11
-W.MUH.1.flt.bur.por.null.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.5,26.4,lognormal,196.1,0.15,normal,212.4,18.3,normal,212.7,17.6
-W.MUH.1.flt.bur.por.null.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,22.3,normal,164.4,20.1,lognormal,182.9,0.11,lognormal,184.0,0.11
-W.MUH.1.flt.bur.por.null.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,23.5,normal,161.5,22.4,lognormal,176.1,0.11,lognormal,177.1,0.11
-W.MUH.1.flt.bur.por.null.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.9,22.8,lognormal,177.8,0.14,lognormal,194.1,0.1,lognormal,195.0,0.1
-W.MUH.1.flt.bur.por.null.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.4,25.2,lognormal,188.5,0.14,normal,208.0,18.7,normal,208.9,18.1
-W.MUH.1.flt.bur.por.null.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,20.5,normal,138.8,20.7,lognormal,171.6,0.15,normal,247.0,28.0
-W.MUH.1.flt.bur.por.null.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,17.3,normal,119.5,16.8,normal,145.1,17.0,normal,198.0,17.9
-W.MUH.1.flt.bur.por.null.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,17.3,lognormal,112.7,0.17,lognormal,140.4,0.16,lognormal,175.4,0.08
-W.MUH.1.flt.bur.por.null.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,18.3,normal,126.7,17.9,normal,155.9,19.4,normal,211.7,17.6
-W.MUH.1.flt.bur.por.null.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,19.5,lognormal,134.4,0.16,lognormal,165.7,0.14,normal,224.5,17.3
-W.MUH.1.flt.bur.por.null.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,21.5,normal,139.4,21.0,lognormal,174.1,0.16,lognormal,250.0,0.06
-W.MUH.1.flt.bur.por.null.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,18.8,lognormal,122.2,0.17,lognormal,153.0,0.16,normal,222.3,21.6
-W.MUH.1.flt.bur.por.null.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.5,lognormal,112.8,0.17,normal,140.0,19.5,normal,195.5,19.7
-W.MUH.1.flt.bur.por.null.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,20.2,lognormal,129.0,0.17,lognormal,161.4,0.16,normal,240.3,19.4
-W.MUH.1.flt.bur.por.null.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,21.3,lognormal,137.0,0.17,lognormal,169.1,0.15,normal,250.0,19.9
-W.MUH.1.flt.bur.por.null.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,20.4,normal,138.1,20.1,lognormal,172.7,0.16,lognormal,202.2,0.09
-W.MUH.1.flt.bur.por.null.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,17.2,normal,119.3,16.9,normal,146.1,18.0,lognormal,167.4,0.11
-W.MUH.1.flt.bur.por.null.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,17.6,lognormal,112.6,0.17,normal,139.9,19.6,normal,156.7,13.5
-W.MUH.1.flt.bur.por.null.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,18.6,normal,126.8,17.7,normal,156.6,19.3,normal,179.7,16.4
-W.MUH.1.flt.bur.por.null.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,20.3,normal,134.9,19.6,lognormal,166.6,0.15,lognormal,194.5,0.1
-W.MUH.1.flt.bur.por.null.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,21.3,lognormal,139.3,0.17,lognormal,175.6,0.17,normal,211.1,15.3
-W.MUH.1.flt.bur.por.null.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,18.6,lognormal,122.4,0.17,lognormal,152.5,0.16,lognormal,183.2,0.11
-W.MUH.1.flt.bur.por.null.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.5,lognormal,112.6,0.18,lognormal,141.2,0.16,normal,176.1,17.4
-W.MUH.1.flt.bur.por.null.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,20.1,lognormal,129.6,0.17,lognormal,162.6,0.17,normal,195.5,18.8
-W.MUH.1.flt.bur.por.null.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,21.3,lognormal,136.6,0.17,lognormal,169.0,0.15,normal,205.8,17.2
-W.MUH.1.flt.bur.por.null.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.6,23.5,lognormal,171.2,0.13,normal,196.1,19.0,normal,247.6,26.1
-W.MUH.1.flt.bur.por.null.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.8,lognormal,138.5,0.14,normal,160.0,18.7,normal,195.1,15.7
-W.MUH.1.flt.bur.por.null.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,19.2,lognormal,145.1,0.13,normal,160.1,13.0,normal,175.9,14.6
-W.MUH.1.flt.bur.por.null.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.3,0.16,lognormal,151.3,0.14,normal,176.4,21.9,normal,211.1,17.5
-W.MUH.1.flt.bur.por.null.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.7,0.17,lognormal,163.2,0.14,lognormal,190.0,0.13,normal,238.2,23.9
-W.MUH.1.flt.bur.por.null.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.0,26.4,lognormal,194.4,0.14,normal,235.2,25.7,lognormal,250.0,0.06
-W.MUH.1.flt.bur.por.null.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.0,lognormal,166.2,0.14,normal,196.8,19.1,normal,216.6,18.0
-W.MUH.1.flt.bur.por.null.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,24.2,normal,160.6,21.8,normal,186.9,19.4,normal,194.5,18.1
-W.MUH.1.flt.bur.por.null.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.5,23.4,lognormal,176.3,0.14,lognormal,211.6,0.11,normal,248.3,24.4
-W.MUH.1.flt.bur.por.null.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.0,25.4,normal,188.1,22.4,lognormal,234.4,0.14,normal,250.0,20.0
-W.MUH.1.flt.bur.por.null.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,23.1,lognormal,171.2,0.13,normal,193.2,18.8,lognormal,201.7,0.09
-W.MUH.1.flt.bur.por.null.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.8,lognormal,139.7,0.15,normal,157.4,16.4,lognormal,166.4,0.1
-W.MUH.1.flt.bur.por.null.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,20.4,normal,144.2,16.7,normal,155.1,13.5,normal,156.5,13.7
-W.MUH.1.flt.bur.por.null.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.1,lognormal,150.7,0.14,lognormal,171.8,0.12,lognormal,179.9,0.1
-W.MUH.1.flt.bur.por.null.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.4,0.17,lognormal,163.7,0.14,normal,183.8,17.8,normal,195.0,18.8
-W.MUH.1.flt.bur.por.null.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.4,25.7,lognormal,194.4,0.14,lognormal,215.0,0.11,normal,216.6,21.2
-W.MUH.1.flt.bur.por.null.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.2,21.4,normal,163.3,19.3,lognormal,183.4,0.12,lognormal,185.0,0.12
-W.MUH.1.flt.bur.por.null.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,23.4,lognormal,162.8,0.16,lognormal,175.6,0.11,normal,175.9,17.2
-W.MUH.1.flt.bur.por.null.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,22.7,normal,176.0,21.6,lognormal,195.7,0.11,lognormal,197.7,0.11
-W.MUH.1.flt.bur.por.null.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.3,25.0,normal,188.9,23.2,lognormal,205.9,0.1,normal,206.4,18.0
-W.MUH.1.flt.spm.god.null.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,20.4,lognormal,150.4,0.15,lognormal,175.8,0.12,normal,217.2,16.6
-W.MUH.1.flt.spm.god.null.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,16.9,normal,126.6,15.3,normal,147.4,15.8,lognormal,181.0,0.09
-W.MUH.1.flt.spm.god.null.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.0,lognormal,122.9,0.16,normal,140.3,14.7,lognormal,164.9,0.09
-W.MUH.1.flt.spm.god.null.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.7,normal,135.6,16.8,normal,158.0,16.8,normal,195.7,17.2
-W.MUH.1.flt.spm.god.null.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.5,19.3,normal,144.8,18.8,normal,169.9,18.2,normal,208.6,16.0
-W.MUH.1.flt.spm.god.null.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,24.9,lognormal,154.6,0.17,normal,178.2,21.3,normal,247.6,26.3
-W.MUH.1.flt.spm.god.null.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.2,lognormal,133.2,0.16,lognormal,156.0,0.14,normal,197.7,19.3
-W.MUH.1.flt.spm.god.null.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,19.6,lognormal,122.9,0.16,normal,144.5,18.1,normal,187.8,16.5
-W.MUH.1.flt.spm.god.null.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,21.5,normal,140.3,19.9,lognormal,165.6,0.14,normal,211.8,18.4
-W.MUH.1.flt.spm.god.null.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.5,23.2,lognormal,148.5,0.16,normal,175.5,23.0,normal,226.5,19.3
-W.MUH.1.flt.spm.god.null.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,20.1,lognormal,149.8,0.14,normal,174.8,19.0,normal,200.3,16.7
-W.MUH.1.flt.spm.god.null.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.4,normal,126.5,15.6,lognormal,147.6,0.12,lognormal,167.7,0.11
-W.MUH.1.flt.spm.god.null.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,17.7,lognormal,122.5,0.16,normal,140.7,15.2,normal,156.7,13.7
-W.MUH.1.flt.spm.god.null.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.8,normal,135.3,16.8,normal,158.1,16.6,lognormal,180.2,0.1
-W.MUH.1.flt.spm.god.null.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,19.1,lognormal,144.9,0.14,lognormal,170.5,0.12,normal,195.0,17.3
-W.MUH.1.flt.spm.god.null.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,23.8,lognormal,153.8,0.17,lognormal,180.7,0.15,normal,214.4,18.2
-W.MUH.1.flt.spm.god.null.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.9,lognormal,133.0,0.16,normal,155.4,19.6,lognormal,183.8,0.11
-W.MUH.1.flt.spm.god.null.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,19.6,lognormal,123.3,0.17,normal,145.0,18.7,normal,175.5,17.0
-W.MUH.1.flt.spm.god.null.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,21.5,normal,140.7,19.8,normal,166.5,21.9,lognormal,196.0,0.1
-W.MUH.1.flt.spm.god.null.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,24.2,normal,149.3,21.7,normal,175.1,22.4,normal,208.2,19.6
-W.MUH.1.flt.spm.god.null.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,21.6,lognormal,168.4,0.13,normal,194.5,20.6,normal,248.3,24.6
-W.MUH.1.flt.spm.god.null.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.8,lognormal,138.2,0.14,lognormal,159.9,0.13,normal,195.7,16.4
-W.MUH.1.flt.spm.god.null.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,19.0,normal,141.0,16.5,normal,159.4,14.1,normal,176.2,14.0
-W.MUH.1.flt.spm.god.null.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.5,lognormal,149.5,0.14,lognormal,174.3,0.13,normal,208.9,15.6
-W.MUH.1.flt.spm.god.null.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.6,0.17,lognormal,160.3,0.13,normal,186.0,19.6,normal,230.4,21.0
-W.MUH.1.flt.spm.god.null.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.3,25.4,lognormal,185.9,0.15,normal,215.1,21.3,lognormal,250.0,0.06
-W.MUH.1.flt.spm.god.null.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,21.2,normal,157.4,19.8,normal,191.8,22.6,lognormal,216.9,0.09
-W.MUH.1.flt.spm.god.null.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,22.0,lognormal,152.8,0.16,lognormal,178.5,0.13,normal,194.1,17.9
-W.MUH.1.flt.spm.god.null.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.7,22.4,lognormal,169.6,0.15,normal,206.4,26.1,lognormal,250.0,0.11
-W.MUH.1.flt.spm.god.null.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.9,lognormal,180.7,0.15,lognormal,216.7,0.14,normal,249.5,21.2
-W.MUH.1.flt.spm.god.null.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.2,lognormal,167.5,0.13,lognormal,191.1,0.1,lognormal,202.1,0.1
-W.MUH.1.flt.spm.god.null.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.6,lognormal,137.4,0.14,normal,156.9,16.6,normal,166.3,15.9
-W.MUH.1.flt.spm.god.null.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.5,normal,140.5,16.5,lognormal,154.9,0.1,lognormal,157.3,0.1
-W.MUH.1.flt.spm.god.null.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,19.0,lognormal,149.7,0.14,lognormal,171.9,0.13,normal,179.3,16.0
-W.MUH.1.flt.spm.god.null.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.9,21.3,normal,160.6,19.7,normal,183.1,17.7,lognormal,195.3,0.1
-W.MUH.1.flt.spm.god.null.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,26.7,lognormal,185.3,0.14,lognormal,211.3,0.11,lognormal,215.7,0.1
-W.MUH.1.flt.spm.god.null.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,20.1,normal,157.8,19.6,normal,179.2,17.8,lognormal,183.8,0.11
-W.MUH.1.flt.spm.god.null.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,23.4,normal,152.5,22.5,lognormal,172.6,0.12,normal,175.7,16.9
-W.MUH.1.flt.spm.god.null.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,22.5,lognormal,169.8,0.14,lognormal,192.7,0.11,lognormal,196.1,0.11
-W.MUH.1.flt.spm.god.null.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.9,normal,179.5,23.5,lognormal,204.7,0.11,normal,208.2,19.3
-W.MUH.1.flt.spm.god.null.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,20.2,lognormal,151.4,0.15,normal,180.2,22.0,lognormal,250.0,0.12
-W.MUH.1.flt.spm.god.null.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,17.2,normal,127.1,15.7,normal,151.5,17.2,normal,196.4,17.0
-W.MUH.1.flt.spm.god.null.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,18.1,lognormal,124.1,0.17,normal,148.3,18.4,lognormal,176.6,0.09
-W.MUH.1.flt.spm.god.null.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.8,lognormal,136.9,0.14,lognormal,163.1,0.13,normal,212.1,16.9
-W.MUH.1.flt.spm.god.null.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,19.5,normal,146.2,19.1,normal,175.2,21.5,normal,246.5,29.3
-W.MUH.1.flt.spm.god.null.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,24.6,lognormal,153.6,0.17,lognormal,184.5,0.17,lognormal,250.0,0.06
-W.MUH.1.flt.spm.god.null.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.9,lognormal,134.3,0.16,lognormal,163.2,0.17,normal,215.9,16.3
-W.MUH.1.flt.spm.god.null.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,19.8,lognormal,124.4,0.17,lognormal,149.5,0.17,normal,193.3,17.8
-W.MUH.1.flt.spm.god.null.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,22.5,lognormal,142.9,0.17,lognormal,170.5,0.16,normal,248.4,24.1
-W.MUH.1.flt.spm.god.null.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,23.3,lognormal,150.1,0.16,lognormal,181.2,0.16,lognormal,250.0,0.08
-W.MUH.1.flt.spm.god.null.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,21.1,normal,150.4,19.9,normal,180.9,21.8,lognormal,202.2,0.09
-W.MUH.1.flt.spm.god.null.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,16.5,lognormal,127.9,0.14,lognormal,152.2,0.13,lognormal,166.6,0.1
-W.MUH.1.flt.spm.god.null.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,18.0,lognormal,124.0,0.16,normal,146.7,17.8,lognormal,157.6,0.1
-W.MUH.1.flt.spm.god.null.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.9,normal,136.3,17.2,normal,160.7,17.9,normal,179.8,16.3
-W.MUH.1.flt.spm.god.null.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,19.1,lognormal,146.1,0.15,lognormal,175.3,0.14,normal,194.5,17.5
-W.MUH.1.flt.spm.god.null.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,24.4,normal,153.4,22.4,lognormal,185.2,0.17,normal,210.9,16.6
-W.MUH.1.flt.spm.god.null.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.7,normal,133.7,19.3,lognormal,161.4,0.16,lognormal,182.6,0.1
-W.MUH.1.flt.spm.god.null.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,19.6,lognormal,123.9,0.16,lognormal,149.7,0.16,lognormal,176.8,0.11
-W.MUH.1.flt.spm.god.null.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,21.7,lognormal,141.8,0.16,lognormal,172.0,0.17,lognormal,197.2,0.11
-W.MUH.1.flt.spm.god.null.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,23.4,lognormal,150.5,0.17,lognormal,179.8,0.16,lognormal,206.9,0.09
-W.MUH.1.flt.spm.god.null.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,21.9,normal,168.2,20.8,lognormal,193.8,0.11,lognormal,228.3,0.08
-W.MUH.1.flt.spm.god.null.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.8,lognormal,138.1,0.14,lognormal,159.6,0.13,normal,194.9,16.1
-W.MUH.1.flt.spm.god.null.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,19.0,normal,141.5,16.8,normal,158.9,13.1,normal,175.8,14.1
-W.MUH.1.flt.spm.god.null.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,18.8,lognormal,149.4,0.14,lognormal,174.0,0.13,normal,213.4,18.0
-W.MUH.1.flt.spm.god.null.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,20.7,lognormal,160.4,0.13,lognormal,187.4,0.12,normal,238.4,23.5
-W.MUH.1.flt.spm.god.null.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.7,27.1,lognormal,186.8,0.15,lognormal,226.1,0.15,lognormal,250.0,0.08
-W.MUH.1.flt.spm.god.null.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,20.9,normal,157.6,19.6,lognormal,191.9,0.13,normal,217.3,18.7
-W.MUH.1.flt.spm.god.null.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,22.8,lognormal,152.6,0.17,normal,177.9,19.6,lognormal,193.5,0.1
-W.MUH.1.flt.spm.god.null.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,21.8,lognormal,169.3,0.14,normal,203.4,23.9,normal,239.0,22.1
-W.MUH.1.flt.spm.god.null.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.6,23.0,lognormal,178.8,0.14,normal,210.3,21.7,lognormal,250.0,0.08
-W.MUH.1.flt.spm.god.null.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.5,lognormal,168.3,0.14,lognormal,190.7,0.1,lognormal,201.2,0.09
-W.MUH.1.flt.spm.god.null.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.6,lognormal,137.1,0.13,normal,157.1,16.9,lognormal,167.4,0.11
-W.MUH.1.flt.spm.god.null.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.2,normal,140.5,16.3,normal,154.6,13.3,normal,156.8,13.4
-W.MUH.1.flt.spm.god.null.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,18.9,lognormal,149.0,0.14,lognormal,171.7,0.13,lognormal,180.3,0.1
-W.MUH.1.flt.spm.god.null.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.5,lognormal,160.1,0.13,lognormal,185.6,0.12,normal,195.6,19.0
-W.MUH.1.flt.spm.god.null.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.0,24.6,lognormal,186.6,0.16,normal,211.0,20.7,lognormal,214.2,0.09
-W.MUH.1.flt.spm.god.null.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,20.4,normal,157.6,19.9,normal,179.8,19.0,lognormal,184.2,0.11
-W.MUH.1.flt.spm.god.null.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.2,0.19,lognormal,153.2,0.17,lognormal,172.7,0.12,normal,176.1,16.9
-W.MUH.1.flt.spm.god.null.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.0,22.1,normal,169.6,22.0,lognormal,192.9,0.11,lognormal,195.9,0.1
-W.MUH.1.flt.spm.god.null.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.9,23.3,lognormal,181.1,0.15,lognormal,205.4,0.11,normal,207.5,17.9
-W.MUH.1.flt.spm.por.null.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,22.6,normal,119.8,21.8,lognormal,133.1,0.18,normal,220.4,18.6
-W.MUH.1.flt.spm.por.null.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.6,19.1,lognormal,116.6,0.18,normal,180.6,16.1
-W.MUH.1.flt.spm.por.null.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.0,normal,96.7,17.9,lognormal,107.0,0.18,lognormal,165.3,0.09
-W.MUH.1.flt.spm.por.null.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,20.9,normal,110.9,20.2,lognormal,123.3,0.18,normal,195.8,16.7
-W.MUH.1.flt.spm.por.null.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,22.2,normal,117.0,21.2,lognormal,129.5,0.18,lognormal,213.9,0.1
-W.MUH.1.flt.spm.por.null.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,23.2,normal,120.4,22.2,normal,131.6,20.0,lognormal,250.0,0.11
-W.MUH.1.flt.spm.por.null.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.4,20.2,normal,104.4,18.8,lognormal,116.2,0.18,normal,198.0,18.1
-W.MUH.1.flt.spm.por.null.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,19.4,normal,96.6,18.2,lognormal,107.0,0.18,normal,188.3,17.0
-W.MUH.1.flt.spm.por.null.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,22.1,normal,111.5,20.7,lognormal,123.7,0.18,normal,208.0,15.6
-W.MUH.1.flt.spm.por.null.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,22.5,normal,116.6,21.0,lognormal,130.2,0.18,normal,219.4,14.8
-W.MUH.1.flt.spm.por.null.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,22.8,normal,120.3,22.4,lognormal,132.8,0.18,lognormal,201.9,0.09
-W.MUH.1.flt.spm.por.null.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,19.5,normal,104.7,19.4,lognormal,116.0,0.18,lognormal,165.6,0.1
-W.MUH.1.flt.spm.por.null.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,19.2,normal,96.5,18.2,lognormal,106.9,0.18,normal,157.0,14.0
-W.MUH.1.flt.spm.por.null.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.7,normal,110.6,19.8,lognormal,123.1,0.18,normal,180.9,17.8
-W.MUH.1.flt.spm.por.null.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,21.7,normal,116.7,20.6,lognormal,130.0,0.18,lognormal,195.4,0.1
-W.MUH.1.flt.spm.por.null.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,23.1,normal,120.0,21.9,lognormal,132.8,0.18,normal,214.3,19.5
-W.MUH.1.flt.spm.por.null.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,20.3,normal,104.4,19.2,lognormal,115.8,0.18,lognormal,183.1,0.11
-W.MUH.1.flt.spm.por.null.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,19.2,normal,96.6,18.1,lognormal,107.0,0.18,lognormal,176.5,0.11
-W.MUH.1.flt.spm.por.null.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,21.7,normal,111.0,20.3,lognormal,122.7,0.18,lognormal,198.0,0.11
-W.MUH.1.flt.spm.por.null.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,22.6,normal,116.7,21.0,lognormal,130.2,0.18,normal,206.4,18.2
-W.MUH.1.flt.spm.por.null.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,21.6,lognormal,168.4,0.13,normal,194.5,20.6,normal,248.3,24.6
-W.MUH.1.flt.spm.por.null.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.8,lognormal,138.2,0.14,lognormal,159.9,0.13,normal,195.7,16.4
-W.MUH.1.flt.spm.por.null.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,19.0,normal,141.0,16.5,normal,159.4,14.1,normal,176.2,14.0
-W.MUH.1.flt.spm.por.null.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.5,lognormal,149.5,0.14,lognormal,174.3,0.13,normal,208.9,15.6
-W.MUH.1.flt.spm.por.null.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.6,0.17,lognormal,160.3,0.13,normal,186.0,19.6,normal,230.4,21.0
-W.MUH.1.flt.spm.por.null.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.3,25.4,lognormal,185.9,0.15,normal,215.1,21.3,lognormal,250.0,0.06
-W.MUH.1.flt.spm.por.null.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,21.2,normal,157.4,19.8,normal,191.8,22.6,lognormal,216.9,0.09
-W.MUH.1.flt.spm.por.null.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,22.0,lognormal,152.8,0.16,lognormal,178.5,0.13,normal,194.1,17.9
-W.MUH.1.flt.spm.por.null.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.7,22.4,lognormal,169.6,0.15,normal,206.4,26.1,lognormal,250.0,0.11
-W.MUH.1.flt.spm.por.null.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.9,lognormal,180.7,0.15,lognormal,216.7,0.14,normal,249.5,21.2
-W.MUH.1.flt.spm.por.null.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.2,lognormal,167.5,0.13,lognormal,191.1,0.1,lognormal,202.1,0.1
-W.MUH.1.flt.spm.por.null.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.6,lognormal,137.4,0.14,normal,156.9,16.6,normal,166.3,15.9
-W.MUH.1.flt.spm.por.null.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.5,normal,140.5,16.5,lognormal,154.9,0.1,lognormal,157.3,0.1
-W.MUH.1.flt.spm.por.null.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,19.0,lognormal,149.7,0.14,lognormal,171.9,0.13,normal,179.3,16.0
-W.MUH.1.flt.spm.por.null.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.9,21.3,normal,160.6,19.7,normal,183.1,17.7,lognormal,195.3,0.1
-W.MUH.1.flt.spm.por.null.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,26.7,lognormal,185.3,0.14,lognormal,211.3,0.11,lognormal,215.7,0.1
-W.MUH.1.flt.spm.por.null.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,20.1,normal,157.8,19.6,normal,179.2,17.8,lognormal,183.8,0.11
-W.MUH.1.flt.spm.por.null.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,23.4,normal,152.5,22.5,lognormal,172.6,0.12,normal,175.7,16.9
-W.MUH.1.flt.spm.por.null.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,22.5,lognormal,169.8,0.14,lognormal,192.7,0.11,lognormal,196.1,0.11
-W.MUH.1.flt.spm.por.null.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.9,normal,179.5,23.5,lognormal,204.7,0.11,normal,208.2,19.3
-W.MUH.1.flt.spm.por.null.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,23.1,normal,120.6,22.2,lognormal,133.1,0.18,lognormal,250.0,0.12
-W.MUH.1.flt.spm.por.null.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.7,normal,104.6,19.1,lognormal,116.0,0.18,normal,194.8,15.6
-W.MUH.1.flt.spm.por.null.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.2,normal,96.6,18.0,lognormal,107.0,0.18,lognormal,176.3,0.09
-W.MUH.1.flt.spm.por.null.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,20.6,normal,110.4,19.9,lognormal,123.7,0.19,lognormal,210.9,0.09
-W.MUH.1.flt.spm.por.null.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,22.0,normal,117.1,21.1,lognormal,129.7,0.18,normal,226.6,17.1
-W.MUH.1.flt.spm.por.null.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.6,normal,120.1,21.8,lognormal,133.0,0.18,lognormal,250.0,0.06
-W.MUH.1.flt.spm.por.null.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.3,19.9,normal,104.3,18.8,lognormal,116.0,0.18,normal,219.9,20.1
-W.MUH.1.flt.spm.por.null.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,19.5,normal,96.7,18.3,normal,106.5,17.1,normal,193.2,18.6
-W.MUH.1.flt.spm.por.null.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,21.9,normal,111.3,20.4,lognormal,123.1,0.18,lognormal,250.0,0.12
-W.MUH.1.flt.spm.por.null.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,22.4,normal,116.8,21.0,lognormal,129.6,0.18,lognormal,250.0,0.09
-W.MUH.1.flt.spm.por.null.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,22.6,normal,120.2,22.0,lognormal,133.5,0.18,normal,200.4,16.2
-W.MUH.1.flt.spm.por.null.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,19.2,normal,104.3,18.5,lognormal,115.9,0.18,lognormal,167.4,0.11
-W.MUH.1.flt.spm.por.null.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.3,normal,96.6,18.1,lognormal,106.9,0.18,lognormal,157.5,0.1
-W.MUH.1.flt.spm.por.null.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,20.9,normal,111.2,20.3,lognormal,123.2,0.18,normal,180.7,17.0
-W.MUH.1.flt.spm.por.null.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,21.8,normal,116.7,20.8,lognormal,129.9,0.18,normal,194.5,17.7
-W.MUH.1.flt.spm.por.null.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,23.5,normal,120.3,22.1,normal,132.8,21.2,normal,212.7,16.3
-W.MUH.1.flt.spm.por.null.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,20.3,normal,104.5,19.0,lognormal,115.7,0.18,lognormal,184.5,0.11
-W.MUH.1.flt.spm.por.null.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.2,normal,96.6,17.9,lognormal,106.7,0.18,normal,176.7,18.5
-W.MUH.1.flt.spm.por.null.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,21.4,normal,110.7,19.8,lognormal,122.8,0.18,lognormal,198.0,0.11
-W.MUH.1.flt.spm.por.null.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,22.6,normal,117.5,21.7,lognormal,129.8,0.18,normal,207.5,18.6
-W.MUH.1.flt.spm.por.null.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,21.9,normal,168.2,20.8,lognormal,193.8,0.11,lognormal,228.3,0.08
-W.MUH.1.flt.spm.por.null.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.8,lognormal,138.1,0.14,lognormal,159.6,0.13,normal,194.9,16.1
-W.MUH.1.flt.spm.por.null.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,19.0,normal,141.5,16.8,normal,158.9,13.1,normal,175.8,14.1
-W.MUH.1.flt.spm.por.null.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,18.8,lognormal,149.4,0.14,lognormal,174.0,0.13,normal,213.4,18.0
-W.MUH.1.flt.spm.por.null.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,20.7,lognormal,160.4,0.13,lognormal,187.4,0.12,normal,238.4,23.5
-W.MUH.1.flt.spm.por.null.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.7,27.1,lognormal,186.8,0.15,lognormal,226.1,0.15,lognormal,250.0,0.08
-W.MUH.1.flt.spm.por.null.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,20.9,normal,157.6,19.6,lognormal,191.9,0.13,normal,217.3,18.7
-W.MUH.1.flt.spm.por.null.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,22.8,lognormal,152.6,0.17,normal,177.9,19.6,lognormal,193.5,0.1
-W.MUH.1.flt.spm.por.null.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,21.8,lognormal,169.3,0.14,normal,203.4,23.9,normal,239.0,22.1
-W.MUH.1.flt.spm.por.null.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.6,23.0,lognormal,178.8,0.14,normal,210.3,21.7,lognormal,250.0,0.08
-W.MUH.1.flt.spm.por.null.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.5,lognormal,168.3,0.14,lognormal,190.7,0.1,lognormal,201.2,0.09
-W.MUH.1.flt.spm.por.null.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.6,lognormal,137.1,0.13,normal,157.1,16.9,lognormal,167.4,0.11
-W.MUH.1.flt.spm.por.null.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.2,normal,140.5,16.3,normal,154.6,13.3,normal,156.8,13.4
-W.MUH.1.flt.spm.por.null.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,18.9,lognormal,149.0,0.14,lognormal,171.7,0.13,lognormal,180.3,0.1
-W.MUH.1.flt.spm.por.null.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.5,lognormal,160.1,0.13,lognormal,185.6,0.12,normal,195.6,19.0
-W.MUH.1.flt.spm.por.null.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.0,24.6,lognormal,186.6,0.16,normal,211.0,20.7,lognormal,214.2,0.09
-W.MUH.1.flt.spm.por.null.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,20.4,normal,157.6,19.9,normal,179.8,19.0,lognormal,184.2,0.11
-W.MUH.1.flt.spm.por.null.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.2,0.19,lognormal,153.2,0.17,lognormal,172.7,0.12,normal,176.1,16.9
-W.MUH.1.flt.spm.por.null.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.0,22.1,normal,169.6,22.0,lognormal,192.9,0.11,lognormal,195.9,0.1
-W.MUH.1.flt.spm.por.null.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.9,23.3,lognormal,181.1,0.15,lognormal,205.4,0.11,normal,207.5,17.9
-W.MUH.1.gab.null.null.0.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.4,16.1,normal,160.9,15.4,normal,198.2,21.0
-W.MUH.1.gab.null.null.0.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.2,0.14,lognormal,122.8,0.12,lognormal,138.8,0.1,lognormal,170.0,0.1
-W.MUH.1.gab.null.null.0.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,13.9,lognormal,117.3,0.13,normal,131.8,12.9,normal,157.0,14.2
-W.MUH.1.gab.null.null.0.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.6,normal,130.6,14.5,lognormal,148.2,0.1,lognormal,180.4,0.1
-W.MUH.1.gab.null.null.0.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.9,normal,137.9,15.6,normal,156.9,15.1,normal,190.8,18.3
-W.MUH.1.gab.null.null.0.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,16.8,lognormal,144.3,0.13,normal,164.8,17.9,lognormal,199.3,0.11
-W.MUH.1.gab.null.null.0.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.4,0.15,lognormal,127.0,0.13,lognormal,145.0,0.12,lognormal,177.2,0.12
-W.MUH.1.gab.null.null.0.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.2,0.16,lognormal,118.4,0.14,lognormal,135.2,0.12,normal,163.6,16.0
-W.MUH.1.gab.null.null.0.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,134.2,0.14,lognormal,152.9,0.11,lognormal,187.1,0.12
-W.MUH.1.gab.null.null.0.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,lognormal,140.4,0.13,normal,161.0,18.3,lognormal,194.5,0.11
-W.MUH.1.gab.null.null.0.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.15,normal,142.7,16.2,normal,161.5,15.6,lognormal,176.0,0.09
-W.MUH.1.gab.null.null.0.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,lognormal,122.5,0.12,lognormal,138.4,0.1,lognormal,149.8,0.1
-W.MUH.1.gab.null.null.0.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.4,0.15,lognormal,117.0,0.13,lognormal,131.9,0.11,lognormal,141.6,0.09
-W.MUH.1.gab.null.null.0.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,14.6,normal,130.6,14.7,lognormal,148.2,0.1,lognormal,159.8,0.09
-W.MUH.1.gab.null.null.0.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,lognormal,137.9,0.12,normal,156.2,15.2,lognormal,169.7,0.09
-W.MUH.1.gab.null.null.0.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,lognormal,143.9,0.13,lognormal,164.0,0.11,lognormal,183.5,0.1
-W.MUH.1.gab.null.null.0.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,14.9,lognormal,127.2,0.13,lognormal,144.4,0.12,normal,159.9,14.3
-W.MUH.1.gab.null.null.0.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,14.0,lognormal,118.4,0.14,normal,134.1,14.3,lognormal,151.2,0.1
-W.MUH.1.gab.null.null.0.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.15,lognormal,134.4,0.14,normal,151.4,14.9,lognormal,169.3,0.1
-W.MUH.1.gab.null.null.0.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.0,normal,139.4,16.2,lognormal,160.1,0.12,lognormal,178.0,0.1
-W.MUH.1.gab.null.null.0.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.14,normal,161.2,16.9,normal,187.3,18.8,normal,216.4,15.5
-W.MUH.1.gab.null.null.0.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.2,lognormal,134.0,0.13,normal,153.7,16.7,lognormal,181.4,0.09
-W.MUH.1.gab.null.null.0.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.1,normal,133.6,13.7,normal,149.8,12.9,normal,164.7,13.3
-W.MUH.1.gab.null.null.0.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.4,lognormal,145.5,0.13,lognormal,165.3,0.1,normal,194.1,15.3
-W.MUH.1.gab.null.null.0.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,16.0,normal,155.7,17.2,normal,177.9,16.4,lognormal,210.6,0.09
-W.MUH.1.gab.null.null.0.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.1,0.15,normal,175.9,22.3,lognormal,211.0,0.14,normal,249.2,22.0
-W.MUH.1.gab.null.null.0.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,152.7,18.7,normal,180.4,19.1,lognormal,199.0,0.09
-W.MUH.1.gab.null.null.0.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,16.0,normal,145.4,19.4,normal,169.0,17.1,normal,183.0,16.5
-W.MUH.1.gab.null.null.0.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,17.5,normal,161.5,18.7,normal,190.5,19.9,normal,212.7,15.6
-W.MUH.1.gab.null.null.0.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,17.9,normal,170.1,21.2,lognormal,202.5,0.12,normal,234.8,20.4
-W.MUH.1.gab.null.null.0.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.7,normal,161.0,17.0,lognormal,174.2,0.09,lognormal,176.7,0.09
-W.MUH.1.gab.null.null.0.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.14,lognormal,133.9,0.12,lognormal,146.8,0.1,normal,149.8,13.4
-W.MUH.1.gab.null.null.0.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,normal,133.0,13.1,lognormal,140.5,0.09,lognormal,141.1,0.09
-W.MUH.1.gab.null.null.0.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,lognormal,144.6,0.12,lognormal,156.7,0.09,lognormal,159.3,0.09
-W.MUH.1.gab.null.null.0.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.0,normal,154.7,16.9,lognormal,168.9,0.1,lognormal,171.7,0.1
-W.MUH.1.gab.null.null.0.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.6,0.15,normal,171.1,18.9,lognormal,181.1,0.1,lognormal,184.5,0.11
-W.MUH.1.gab.null.null.0.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,148.8,15.8,normal,157.9,14.3,normal,158.9,14.4
-W.MUH.1.gab.null.null.0.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,15.8,normal,141.6,16.7,lognormal,150.3,0.1,normal,151.7,14.7
-W.MUH.1.gab.null.null.0.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,157.8,16.4,lognormal,166.9,0.09,lognormal,169.0,0.1
-W.MUH.1.gab.null.null.0.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.0,0.15,normal,166.8,18.4,lognormal,175.4,0.09,lognormal,177.3,0.09
-W.MUH.1.gab.null.null.0.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,150.5,18.6,normal,177.8,20.3,normal,219.0,18.4
-W.MUH.1.gab.null.null.0.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.7,normal,127.6,15.0,lognormal,150.2,0.12,normal,180.2,13.8
-W.MUH.1.gab.null.null.0.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,14.1,normal,124.9,16.1,normal,145.5,15.3,lognormal,164.9,0.08
-W.MUH.1.gab.null.null.0.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.0,normal,136.0,15.8,normal,159.8,16.4,normal,194.0,14.8
-W.MUH.1.gab.null.null.0.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.8,0.15,normal,145.6,17.9,normal,172.1,19.5,normal,207.6,14.4
-W.MUH.1.gab.null.null.0.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.15,normal,154.5,20.8,normal,184.6,22.7,normal,248.7,23.4
-W.MUH.1.gab.null.null.0.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.1,normal,135.6,17.6,normal,164.2,20.8,normal,198.4,15.7
-W.MUH.1.gab.null.null.0.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,14.0,lognormal,127.2,0.15,normal,153.7,20.8,lognormal,181.5,0.09
-W.MUH.1.gab.null.null.0.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.3,normal,144.0,20.0,normal,172.5,22.2,normal,214.8,17.5
-W.MUH.1.gab.null.null.0.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.16,normal,151.0,20.1,normal,181.4,23.7,normal,235.0,19.9
-W.MUH.1.gab.null.null.0.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,149.9,18.2,normal,170.6,16.4,lognormal,176.9,0.09
-W.MUH.1.gab.null.null.0.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.7,normal,127.8,15.4,lognormal,144.3,0.1,normal,149.5,13.6
-W.MUH.1.gab.null.null.0.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.1,0.16,normal,124.5,15.8,normal,138.0,12.2,lognormal,141.3,0.09
-W.MUH.1.gab.null.null.0.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.7,normal,135.9,15.5,normal,154.7,14.8,normal,160.3,14.4
-W.MUH.1.gab.null.null.0.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.15,normal,145.9,18.2,lognormal,165.1,0.1,normal,170.6,15.0
-W.MUH.1.gab.null.null.0.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,154.9,20.8,normal,175.4,17.6,lognormal,183.9,0.1
-W.MUH.1.gab.null.null.0.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,lognormal,136.4,0.15,normal,153.4,15.2,lognormal,158.8,0.09
-W.MUH.1.gab.null.null.0.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,normal,127.0,17.3,normal,145.6,15.7,lognormal,151.7,0.1
-W.MUH.1.gab.null.null.0.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,normal,143.4,19.3,normal,162.9,16.8,lognormal,169.2,0.1
-W.MUH.1.gab.null.null.0.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,normal,150.9,20.0,normal,171.0,16.8,lognormal,177.8,0.09
-W.MUH.1.gab.null.null.0.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.1,normal,161.4,17.1,lognormal,186.0,0.1,normal,214.2,14.6
-W.MUH.1.gab.null.null.0.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.14,normal,134.4,15.6,normal,153.8,16.6,normal,180.4,14.8
-W.MUH.1.gab.null.null.0.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,15.0,normal,134.1,14.2,normal,150.3,13.1,normal,165.6,13.3
-W.MUH.1.gab.null.null.0.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.0,lognormal,146.1,0.13,lognormal,166.6,0.11,normal,194.9,14.8
-W.MUH.1.gab.null.null.0.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,155.6,17.7,normal,178.3,17.3,lognormal,208.0,0.08
-W.MUH.1.gab.null.null.0.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,18.1,normal,175.9,21.8,normal,210.3,25.3,normal,239.8,20.3
-W.MUH.1.gab.null.null.0.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,16.6,normal,152.4,18.6,normal,180.3,17.9,normal,200.2,17.8
-W.MUH.1.gab.null.null.0.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.0,lognormal,146.4,0.15,normal,170.2,18.2,normal,182.8,16.2
-W.MUH.1.gab.null.null.0.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,17.1,normal,162.6,20.0,normal,193.2,20.7,normal,218.0,20.1
-W.MUH.1.gab.null.null.0.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.7,0.15,normal,171.1,21.3,lognormal,203.3,0.13,normal,234.8,20.4
-W.MUH.1.gab.null.null.0.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,17.2,normal,160.2,17.1,normal,174.5,15.3,normal,177.1,15.4
-W.MUH.1.gab.null.null.0.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,133.5,0.12,normal,146.2,13.1,lognormal,149.3,0.09
-W.MUH.1.gab.null.null.0.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,14.9,normal,133.0,13.2,normal,140.1,11.5,lognormal,140.9,0.09
-W.MUH.1.gab.null.null.0.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.4,lognormal,144.3,0.12,normal,156.7,13.5,normal,159.9,14.0
-W.MUH.1.gab.null.null.0.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,16.6,normal,154.5,16.2,normal,168.2,14.9,lognormal,170.7,0.09
-W.MUH.1.gab.null.null.0.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,172.2,19.7,lognormal,181.3,0.09,lognormal,183.5,0.1
-W.MUH.1.gab.null.null.0.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.0,normal,148.9,15.6,lognormal,158.5,0.1,lognormal,159.6,0.1
-W.MUH.1.gab.null.null.0.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.1,normal,141.8,17.0,normal,150.7,14.7,lognormal,153.0,0.11
-W.MUH.1.gab.null.null.0.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.8,0.15,normal,157.7,16.8,lognormal,167.7,0.1,lognormal,169.2,0.1
-W.MUH.1.gab.null.null.0.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.0,normal,167.5,18.7,lognormal,176.4,0.09,normal,178.1,15.8
-W.MUH.1.gab.null.null.1.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.4,16.1,normal,160.9,15.4,normal,198.2,21.0
-W.MUH.1.gab.null.null.1.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.2,0.14,lognormal,122.8,0.12,lognormal,138.8,0.1,lognormal,170.0,0.1
-W.MUH.1.gab.null.null.1.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,13.9,lognormal,117.3,0.13,normal,131.8,12.9,normal,157.0,14.2
-W.MUH.1.gab.null.null.1.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.6,normal,130.6,14.5,lognormal,148.2,0.1,lognormal,180.4,0.1
-W.MUH.1.gab.null.null.1.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.9,normal,137.9,15.6,normal,156.9,15.1,normal,190.8,18.3
-W.MUH.1.gab.null.null.1.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,16.8,lognormal,144.3,0.13,normal,164.8,17.9,lognormal,199.3,0.11
-W.MUH.1.gab.null.null.1.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.4,0.15,lognormal,127.0,0.13,lognormal,145.0,0.12,lognormal,177.2,0.12
-W.MUH.1.gab.null.null.1.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.2,0.16,lognormal,118.4,0.14,lognormal,135.2,0.12,normal,163.6,16.0
-W.MUH.1.gab.null.null.1.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,134.2,0.14,lognormal,152.9,0.11,lognormal,187.1,0.12
-W.MUH.1.gab.null.null.1.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,lognormal,140.4,0.13,normal,161.0,18.3,lognormal,194.5,0.11
-W.MUH.1.gab.null.null.1.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.15,normal,142.7,16.2,normal,161.5,15.6,lognormal,176.0,0.09
-W.MUH.1.gab.null.null.1.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,lognormal,122.5,0.12,lognormal,138.4,0.1,lognormal,149.8,0.1
-W.MUH.1.gab.null.null.1.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.4,0.15,lognormal,117.0,0.13,lognormal,131.9,0.11,lognormal,141.6,0.09
-W.MUH.1.gab.null.null.1.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,14.6,normal,130.6,14.7,lognormal,148.2,0.1,lognormal,159.8,0.09
-W.MUH.1.gab.null.null.1.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,lognormal,137.9,0.12,normal,156.2,15.2,lognormal,169.7,0.09
-W.MUH.1.gab.null.null.1.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,lognormal,143.9,0.13,lognormal,164.0,0.11,lognormal,183.5,0.1
-W.MUH.1.gab.null.null.1.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,14.9,lognormal,127.2,0.13,lognormal,144.4,0.12,normal,159.9,14.3
-W.MUH.1.gab.null.null.1.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,14.0,lognormal,118.4,0.14,normal,134.1,14.3,lognormal,151.2,0.1
-W.MUH.1.gab.null.null.1.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.15,lognormal,134.4,0.14,normal,151.4,14.9,lognormal,169.3,0.1
-W.MUH.1.gab.null.null.1.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.0,normal,139.4,16.2,lognormal,160.1,0.12,lognormal,178.0,0.1
-W.MUH.1.gab.null.null.1.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.14,normal,161.2,16.9,normal,187.3,18.8,normal,216.4,15.5
-W.MUH.1.gab.null.null.1.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.2,lognormal,134.0,0.13,normal,153.7,16.7,lognormal,181.4,0.09
-W.MUH.1.gab.null.null.1.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.1,normal,133.6,13.7,normal,149.8,12.9,normal,164.7,13.3
-W.MUH.1.gab.null.null.1.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.4,lognormal,145.5,0.13,lognormal,165.3,0.1,normal,194.1,15.3
-W.MUH.1.gab.null.null.1.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,16.0,normal,155.7,17.2,normal,177.9,16.4,lognormal,210.6,0.09
-W.MUH.1.gab.null.null.1.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.1,0.15,normal,175.9,22.3,lognormal,211.0,0.14,normal,249.2,22.0
-W.MUH.1.gab.null.null.1.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,152.7,18.7,normal,180.4,19.1,lognormal,199.0,0.09
-W.MUH.1.gab.null.null.1.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,16.0,normal,145.4,19.4,normal,169.0,17.1,normal,183.0,16.5
-W.MUH.1.gab.null.null.1.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,17.5,normal,161.5,18.7,normal,190.5,19.9,normal,212.7,15.6
-W.MUH.1.gab.null.null.1.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,17.9,normal,170.1,21.2,lognormal,202.5,0.12,normal,234.8,20.4
-W.MUH.1.gab.null.null.1.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.7,normal,161.0,17.0,lognormal,174.2,0.09,lognormal,176.7,0.09
-W.MUH.1.gab.null.null.1.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.14,lognormal,133.9,0.12,lognormal,146.8,0.1,normal,149.8,13.4
-W.MUH.1.gab.null.null.1.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,normal,133.0,13.1,lognormal,140.5,0.09,lognormal,141.1,0.09
-W.MUH.1.gab.null.null.1.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,lognormal,144.6,0.12,lognormal,156.7,0.09,lognormal,159.3,0.09
-W.MUH.1.gab.null.null.1.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.0,normal,154.7,16.9,lognormal,168.9,0.1,lognormal,171.7,0.1
-W.MUH.1.gab.null.null.1.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.6,0.15,normal,171.1,18.9,lognormal,181.1,0.1,lognormal,184.5,0.11
-W.MUH.1.gab.null.null.1.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,148.8,15.8,normal,157.9,14.3,normal,158.9,14.4
-W.MUH.1.gab.null.null.1.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,15.8,normal,141.6,16.7,lognormal,150.3,0.1,normal,151.7,14.7
-W.MUH.1.gab.null.null.1.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,157.8,16.4,lognormal,166.9,0.09,lognormal,169.0,0.1
-W.MUH.1.gab.null.null.1.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.0,0.15,normal,166.8,18.4,lognormal,175.4,0.09,lognormal,177.3,0.09
-W.MUH.1.gab.null.null.1.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,150.5,18.6,normal,177.8,20.3,normal,219.0,18.4
-W.MUH.1.gab.null.null.1.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.7,normal,127.6,15.0,lognormal,150.2,0.12,normal,180.2,13.8
-W.MUH.1.gab.null.null.1.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,14.1,normal,124.9,16.1,normal,145.5,15.3,lognormal,164.9,0.08
-W.MUH.1.gab.null.null.1.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.0,normal,136.0,15.8,normal,159.8,16.4,normal,194.0,14.8
-W.MUH.1.gab.null.null.1.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.8,0.15,normal,145.6,17.9,normal,172.1,19.5,normal,207.6,14.4
-W.MUH.1.gab.null.null.1.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.15,normal,154.5,20.8,normal,184.6,22.7,normal,248.7,23.4
-W.MUH.1.gab.null.null.1.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.1,normal,135.6,17.6,normal,164.2,20.8,normal,198.4,15.7
-W.MUH.1.gab.null.null.1.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,14.0,lognormal,127.2,0.15,normal,153.7,20.8,lognormal,181.5,0.09
-W.MUH.1.gab.null.null.1.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.3,normal,144.0,20.0,normal,172.5,22.2,normal,214.8,17.5
-W.MUH.1.gab.null.null.1.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.16,normal,151.0,20.1,normal,181.4,23.7,normal,235.0,19.9
-W.MUH.1.gab.null.null.1.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,149.9,18.2,normal,170.6,16.4,lognormal,176.9,0.09
-W.MUH.1.gab.null.null.1.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.7,normal,127.8,15.4,lognormal,144.3,0.1,normal,149.5,13.6
-W.MUH.1.gab.null.null.1.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.1,0.16,normal,124.5,15.8,normal,138.0,12.2,lognormal,141.3,0.09
-W.MUH.1.gab.null.null.1.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.7,normal,135.9,15.5,normal,154.7,14.8,normal,160.3,14.4
-W.MUH.1.gab.null.null.1.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.15,normal,145.9,18.2,lognormal,165.1,0.1,normal,170.6,15.0
-W.MUH.1.gab.null.null.1.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,154.9,20.8,normal,175.4,17.6,lognormal,183.9,0.1
-W.MUH.1.gab.null.null.1.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,lognormal,136.4,0.15,normal,153.4,15.2,lognormal,158.8,0.09
-W.MUH.1.gab.null.null.1.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,normal,127.0,17.3,normal,145.6,15.7,lognormal,151.7,0.1
-W.MUH.1.gab.null.null.1.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,normal,143.4,19.3,normal,162.9,16.8,lognormal,169.2,0.1
-W.MUH.1.gab.null.null.1.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,normal,150.9,20.0,normal,171.0,16.8,lognormal,177.8,0.09
-W.MUH.1.gab.null.null.1.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.1,normal,161.4,17.1,lognormal,186.0,0.1,normal,214.2,14.6
-W.MUH.1.gab.null.null.1.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.14,normal,134.4,15.6,normal,153.8,16.6,normal,180.4,14.8
-W.MUH.1.gab.null.null.1.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,15.0,normal,134.1,14.2,normal,150.3,13.1,normal,165.6,13.3
-W.MUH.1.gab.null.null.1.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.0,lognormal,146.1,0.13,lognormal,166.6,0.11,normal,194.9,14.8
-W.MUH.1.gab.null.null.1.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,155.6,17.7,normal,178.3,17.3,lognormal,208.0,0.08
-W.MUH.1.gab.null.null.1.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,18.1,normal,175.9,21.8,normal,210.3,25.3,normal,239.8,20.3
-W.MUH.1.gab.null.null.1.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,16.6,normal,152.4,18.6,normal,180.3,17.9,normal,200.2,17.8
-W.MUH.1.gab.null.null.1.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.0,lognormal,146.4,0.15,normal,170.2,18.2,normal,182.8,16.2
-W.MUH.1.gab.null.null.1.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,17.1,normal,162.6,20.0,normal,193.2,20.7,normal,218.0,20.1
-W.MUH.1.gab.null.null.1.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.7,0.15,normal,171.1,21.3,lognormal,203.3,0.13,normal,234.8,20.4
-W.MUH.1.gab.null.null.1.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,17.2,normal,160.2,17.1,normal,174.5,15.3,normal,177.1,15.4
-W.MUH.1.gab.null.null.1.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,133.5,0.12,normal,146.2,13.1,lognormal,149.3,0.09
-W.MUH.1.gab.null.null.1.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,14.9,normal,133.0,13.2,normal,140.1,11.5,lognormal,140.9,0.09
-W.MUH.1.gab.null.null.1.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.4,lognormal,144.3,0.12,normal,156.7,13.5,normal,159.9,14.0
-W.MUH.1.gab.null.null.1.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,16.6,normal,154.5,16.2,normal,168.2,14.9,lognormal,170.7,0.09
-W.MUH.1.gab.null.null.1.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,172.2,19.7,lognormal,181.3,0.09,lognormal,183.5,0.1
-W.MUH.1.gab.null.null.1.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.0,normal,148.9,15.6,lognormal,158.5,0.1,lognormal,159.6,0.1
-W.MUH.1.gab.null.null.1.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.1,normal,141.8,17.0,normal,150.7,14.7,lognormal,153.0,0.11
-W.MUH.1.gab.null.null.1.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.8,0.15,normal,157.7,16.8,lognormal,167.7,0.1,lognormal,169.2,0.1
-W.MUH.1.gab.null.null.1.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.0,normal,167.5,18.7,lognormal,176.4,0.09,normal,178.1,15.8
-W.MUH.1.hip.null.null.0.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.6,0.14,normal,153.1,17.4,normal,173.2,16.9,normal,212.1,16.6
-W.MUH.1.hip.null.null.0.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.4,0.14,normal,128.8,13.9,lognormal,147.6,0.11,lognormal,178.5,0.09
-W.MUH.1.hip.null.null.0.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.3,normal,126.3,14.7,lognormal,140.1,0.1,normal,162.9,13.3
-W.MUH.1.hip.null.null.0.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.14,normal,138.3,15.2,normal,156.7,14.4,normal,193.5,16.7
-W.MUH.1.hip.null.null.0.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.2,normal,147.6,16.3,normal,167.7,16.5,normal,205.5,15.8
-W.MUH.1.hip.null.null.0.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,17.9,normal,157.2,19.1,lognormal,179.8,0.12,normal,223.3,20.7
-W.MUH.1.hip.null.null.0.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.3,normal,138.2,17.2,normal,156.6,15.9,normal,192.2,18.1
-W.MUH.1.hip.null.null.0.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.7,normal,128.9,15.9,lognormal,147.9,0.12,normal,177.6,15.7
-W.MUH.1.hip.null.null.0.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,normal,145.4,18.0,lognormal,165.4,0.11,normal,202.2,16.0
-W.MUH.1.hip.null.null.0.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,18.0,normal,153.2,18.8,normal,175.1,19.3,lognormal,215.4,0.09
-W.MUH.1.hip.null.null.0.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.8,normal,152.1,17.0,normal,173.4,16.4,lognormal,186.1,0.08
-W.MUH.1.hip.null.null.0.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.6,0.14,lognormal,129.4,0.12,normal,146.8,14.2,lognormal,158.9,0.09
-W.MUH.1.hip.null.null.0.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.3,normal,126.1,15.1,normal,140.0,12.9,normal,148.9,12.0
-W.MUH.1.hip.null.null.0.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.2,15.6,normal,156.9,15.0,lognormal,169.6,0.09
-W.MUH.1.hip.null.null.0.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,normal,148.2,17.0,lognormal,167.3,0.1,normal,180.1,14.1
-W.MUH.1.hip.null.null.0.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.3,0.15,normal,157.6,19.7,normal,179.2,18.6,lognormal,194.5,0.09
-W.MUH.1.hip.null.null.0.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,138.3,17.3,normal,155.4,14.8,lognormal,168.9,0.1
-W.MUH.1.hip.null.null.0.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.6,normal,128.6,16.4,normal,147.7,17.1,normal,159.6,14.3
-W.MUH.1.hip.null.null.0.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.8,0.15,lognormal,147.0,0.14,normal,164.6,16.0,lognormal,179.4,0.1
-W.MUH.1.hip.null.null.0.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.4,normal,153.4,18.9,normal,173.5,18.3,lognormal,189.8,0.1
-W.MUH.1.hip.null.null.0.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.14,normal,166.2,18.9,normal,189.7,17.9,normal,237.0,25.1
-W.MUH.1.hip.null.null.0.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,136.3,0.13,normal,157.0,17.0,normal,188.8,15.7
-W.MUH.1.hip.null.null.0.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.6,lognormal,138.1,0.11,normal,153.6,13.5,lognormal,171.0,0.09
-W.MUH.1.hip.null.null.0.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.6,0.13,lognormal,148.3,0.13,lognormal,170.1,0.12,normal,203.8,16.6
-W.MUH.1.hip.null.null.0.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.13,lognormal,159.1,0.12,normal,181.8,17.5,normal,218.0,17.0
-W.MUH.1.hip.null.null.0.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.0,19.9,normal,184.0,23.8,normal,222.3,30.2,lognormal,250.0,0.08
-W.MUH.1.hip.null.null.0.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.3,0.15,normal,157.1,18.0,normal,184.6,20.0,normal,207.9,18.5
-W.MUH.1.hip.null.null.0.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,16.8,normal,151.9,20.0,normal,173.1,19.0,normal,185.4,16.8
-W.MUH.1.hip.null.null.0.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,18.2,lognormal,168.0,0.13,normal,199.4,24.0,normal,219.2,14.1
-W.MUH.1.hip.null.null.0.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,19.1,normal,178.2,21.4,lognormal,212.8,0.14,lognormal,250.0,0.1
-W.MUH.1.hip.null.null.0.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,17.8,lognormal,165.3,0.12,lognormal,182.9,0.1,lognormal,187.7,0.09
-W.MUH.1.hip.null.null.0.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.2,0.14,lognormal,136.5,0.13,normal,152.8,14.6,normal,158.3,12.9
-W.MUH.1.hip.null.null.0.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.8,normal,137.3,13.7,normal,146.6,11.7,normal,148.5,12.2
-W.MUH.1.hip.null.null.0.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.0,lognormal,148.3,0.13,lognormal,163.6,0.1,lognormal,169.8,0.09
-W.MUH.1.hip.null.null.0.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.4,lognormal,158.5,0.12,normal,175.0,14.6,normal,180.0,14.3
-W.MUH.1.hip.null.null.0.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.5,normal,180.5,20.4,lognormal,193.7,0.11,lognormal,198.2,0.11
-W.MUH.1.hip.null.null.0.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,16.7,normal,155.5,17.3,lognormal,165.7,0.09,lognormal,168.9,0.1
-W.MUH.1.hip.null.null.0.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.9,normal,148.4,17.5,normal,156.6,13.9,normal,159.2,14.3
-W.MUH.1.hip.null.null.0.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,17.9,normal,164.3,17.4,lognormal,175.6,0.1,lognormal,178.5,0.1
-W.MUH.1.hip.null.null.0.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,18.5,normal,174.2,19.2,normal,185.8,16.6,lognormal,189.9,0.1
-W.MUH.1.hip.null.null.0.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.9,normal,155.3,17.9,normal,179.7,18.3,normal,226.0,17.3
-W.MUH.1.hip.null.null.0.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.2,0.14,normal,130.8,15.0,normal,151.9,16.2,normal,187.8,17.0
-W.MUH.1.hip.null.null.0.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,14.0,normal,128.6,15.3,normal,147.5,15.4,normal,170.3,13.7
-W.MUH.1.hip.null.null.0.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.14,normal,140.0,16.2,lognormal,162.7,0.11,normal,203.1,18.0
-W.MUH.1.hip.null.null.0.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.9,lognormal,150.3,0.13,normal,175.0,19.5,lognormal,226.5,0.11
-W.MUH.1.hip.null.null.0.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.5,normal,161.3,20.8,normal,190.1,25.0,normal,250.0,20.0
-W.MUH.1.hip.null.null.0.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,lognormal,141.7,0.15,normal,167.4,21.6,normal,208.4,18.0
-W.MUH.1.hip.null.null.0.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.2,0.16,lognormal,132.7,0.15,normal,156.2,20.4,lognormal,186.7,0.1
-W.MUH.1.hip.null.null.0.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,lognormal,150.0,0.15,normal,177.3,23.0,normal,233.8,22.4
-W.MUH.1.hip.null.null.0.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.6,0.15,normal,157.5,20.9,normal,183.7,23.2,normal,249.9,20.3
-W.MUH.1.hip.null.null.0.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.7,normal,155.1,18.0,normal,177.1,17.4,lognormal,188.1,0.09
-W.MUH.1.hip.null.null.0.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.9,normal,130.9,15.3,normal,149.3,14.9,lognormal,158.0,0.09
-W.MUH.1.hip.null.null.0.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.4,normal,128.9,15.8,normal,143.7,13.7,normal,148.9,12.1
-W.MUH.1.hip.null.null.0.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,15.2,normal,139.9,16.2,normal,159.8,15.5,lognormal,169.6,0.09
-W.MUH.1.hip.null.null.0.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.2,normal,150.0,17.2,lognormal,171.8,0.11,normal,180.6,14.7
-W.MUH.1.hip.null.null.0.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,17.4,lognormal,162.3,0.15,normal,182.8,19.3,lognormal,193.0,0.09
-W.MUH.1.hip.null.null.0.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.6,normal,140.9,18.1,normal,159.7,16.7,lognormal,169.0,0.1
-W.MUH.1.hip.null.null.0.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.5,normal,132.6,18.1,normal,150.7,16.9,lognormal,159.8,0.1
-W.MUH.1.hip.null.null.0.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.15,lognormal,150.1,0.15,normal,169.6,17.9,lognormal,179.3,0.09
-W.MUH.1.hip.null.null.0.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.0,lognormal,158.4,0.15,normal,177.0,18.3,lognormal,188.3,0.1
-W.MUH.1.hip.null.null.0.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.14,lognormal,166.3,0.12,normal,191.9,20.4,normal,228.0,20.4
-W.MUH.1.hip.null.null.0.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.14,normal,136.0,15.5,normal,156.6,16.9,normal,187.8,15.9
-W.MUH.1.hip.null.null.0.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.3,normal,138.2,14.5,lognormal,153.6,0.09,normal,170.3,13.6
-W.MUH.1.hip.null.null.0.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,15.8,lognormal,148.2,0.13,lognormal,171.0,0.12,normal,203.3,16.7
-W.MUH.1.hip.null.null.0.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.0,0.13,normal,159.0,17.9,normal,182.8,18.4,normal,217.3,18.0
-W.MUH.1.hip.null.null.0.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.4,0.15,normal,182.0,22.1,lognormal,217.9,0.15,lognormal,250.0,0.08
-W.MUH.1.hip.null.null.0.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.0,normal,156.8,17.4,normal,184.2,19.7,normal,207.1,16.2
-W.MUH.1.hip.null.null.0.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,16.9,normal,151.4,19.8,normal,172.1,18.2,lognormal,186.1,0.1
-W.MUH.1.hip.null.null.0.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.2,normal,166.6,18.7,normal,195.6,19.4,normal,233.9,22.1
-W.MUH.1.hip.null.null.0.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.6,0.15,lognormal,178.5,0.14,normal,209.1,25.2,normal,249.2,22.1
-W.MUH.1.hip.null.null.0.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.14,lognormal,165.4,0.12,normal,181.5,14.9,lognormal,187.4,0.09
-W.MUH.1.hip.null.null.0.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.14,lognormal,136.8,0.13,normal,153.0,14.5,normal,158.7,13.1
-W.MUH.1.hip.null.null.0.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.4,normal,137.7,14.4,normal,146.7,11.7,lognormal,148.8,0.09
-W.MUH.1.hip.null.null.0.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,164.1,0.1,lognormal,170.1,0.09
-W.MUH.1.hip.null.null.0.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,16.4,normal,158.4,17.7,normal,174.9,14.5,normal,180.4,14.4
-W.MUH.1.hip.null.null.0.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.3,19.9,normal,179.6,19.5,lognormal,192.6,0.1,lognormal,195.5,0.1
-W.MUH.1.hip.null.null.0.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,16.9,normal,155.3,16.8,lognormal,165.6,0.09,normal,168.2,15.0
-W.MUH.1.hip.null.null.0.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.15,normal,148.1,17.3,lognormal,156.9,0.1,lognormal,159.2,0.1
-W.MUH.1.hip.null.null.0.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.14,normal,165.2,17.9,lognormal,175.5,0.09,lognormal,178.0,0.09
-W.MUH.1.hip.null.null.0.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.7,0.14,normal,174.6,19.3,normal,185.8,16.3,lognormal,190.1,0.1
-W.MUH.1.hip.null.null.1.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.6,0.14,normal,153.1,17.4,normal,173.2,16.9,normal,212.1,16.6
-W.MUH.1.hip.null.null.1.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.4,0.14,normal,128.8,13.9,lognormal,147.6,0.11,lognormal,178.5,0.09
-W.MUH.1.hip.null.null.1.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.3,normal,126.3,14.7,lognormal,140.1,0.1,normal,162.9,13.3
-W.MUH.1.hip.null.null.1.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.14,normal,138.3,15.2,normal,156.7,14.4,normal,193.5,16.7
-W.MUH.1.hip.null.null.1.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.2,normal,147.6,16.3,normal,167.7,16.5,normal,205.5,15.8
-W.MUH.1.hip.null.null.1.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,17.9,normal,157.2,19.1,lognormal,179.8,0.12,normal,223.3,20.7
-W.MUH.1.hip.null.null.1.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.3,normal,138.2,17.2,normal,156.6,15.9,normal,192.2,18.1
-W.MUH.1.hip.null.null.1.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.7,normal,128.9,15.9,lognormal,147.9,0.12,normal,177.6,15.7
-W.MUH.1.hip.null.null.1.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,normal,145.4,18.0,lognormal,165.4,0.11,normal,202.2,16.0
-W.MUH.1.hip.null.null.1.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,18.0,normal,153.2,18.8,normal,175.1,19.3,lognormal,215.4,0.09
-W.MUH.1.hip.null.null.1.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.8,normal,152.1,17.0,normal,173.4,16.4,lognormal,186.1,0.08
-W.MUH.1.hip.null.null.1.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.6,0.14,lognormal,129.4,0.12,normal,146.8,14.2,lognormal,158.9,0.09
-W.MUH.1.hip.null.null.1.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.3,normal,126.1,15.1,normal,140.0,12.9,normal,148.9,12.0
-W.MUH.1.hip.null.null.1.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.2,15.6,normal,156.9,15.0,lognormal,169.6,0.09
-W.MUH.1.hip.null.null.1.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,normal,148.2,17.0,lognormal,167.3,0.1,normal,180.1,14.1
-W.MUH.1.hip.null.null.1.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.3,0.15,normal,157.6,19.7,normal,179.2,18.6,lognormal,194.5,0.09
-W.MUH.1.hip.null.null.1.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,138.3,17.3,normal,155.4,14.8,lognormal,168.9,0.1
-W.MUH.1.hip.null.null.1.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.6,normal,128.6,16.4,normal,147.7,17.1,normal,159.6,14.3
-W.MUH.1.hip.null.null.1.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.8,0.15,lognormal,147.0,0.14,normal,164.6,16.0,lognormal,179.4,0.1
-W.MUH.1.hip.null.null.1.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.4,normal,153.4,18.9,normal,173.5,18.3,lognormal,189.8,0.1
-W.MUH.1.hip.null.null.1.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.14,normal,166.2,18.9,normal,189.7,17.9,normal,237.0,25.1
-W.MUH.1.hip.null.null.1.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,136.3,0.13,normal,157.0,17.0,normal,188.8,15.7
-W.MUH.1.hip.null.null.1.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.6,lognormal,138.1,0.11,normal,153.6,13.5,lognormal,171.0,0.09
-W.MUH.1.hip.null.null.1.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.6,0.13,lognormal,148.3,0.13,lognormal,170.1,0.12,normal,203.8,16.6
-W.MUH.1.hip.null.null.1.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.13,lognormal,159.1,0.12,normal,181.8,17.5,normal,218.0,17.0
-W.MUH.1.hip.null.null.1.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.0,19.9,normal,184.0,23.8,normal,222.3,30.2,lognormal,250.0,0.08
-W.MUH.1.hip.null.null.1.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.3,0.15,normal,157.1,18.0,normal,184.6,20.0,normal,207.9,18.5
-W.MUH.1.hip.null.null.1.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,16.8,normal,151.9,20.0,normal,173.1,19.0,normal,185.4,16.8
-W.MUH.1.hip.null.null.1.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,18.2,lognormal,168.0,0.13,normal,199.4,24.0,normal,219.2,14.1
-W.MUH.1.hip.null.null.1.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,19.1,normal,178.2,21.4,lognormal,212.8,0.14,lognormal,250.0,0.1
-W.MUH.1.hip.null.null.1.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,17.8,lognormal,165.3,0.12,lognormal,182.9,0.1,lognormal,187.7,0.09
-W.MUH.1.hip.null.null.1.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.2,0.14,lognormal,136.5,0.13,normal,152.8,14.6,normal,158.3,12.9
-W.MUH.1.hip.null.null.1.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.8,normal,137.3,13.7,normal,146.6,11.7,normal,148.5,12.2
-W.MUH.1.hip.null.null.1.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.0,lognormal,148.3,0.13,lognormal,163.6,0.1,lognormal,169.8,0.09
-W.MUH.1.hip.null.null.1.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.4,lognormal,158.5,0.12,normal,175.0,14.6,normal,180.0,14.3
-W.MUH.1.hip.null.null.1.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.5,normal,180.5,20.4,lognormal,193.7,0.11,lognormal,198.2,0.11
-W.MUH.1.hip.null.null.1.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,16.7,normal,155.5,17.3,lognormal,165.7,0.09,lognormal,168.9,0.1
-W.MUH.1.hip.null.null.1.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.9,normal,148.4,17.5,normal,156.6,13.9,normal,159.2,14.3
-W.MUH.1.hip.null.null.1.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,17.9,normal,164.3,17.4,lognormal,175.6,0.1,lognormal,178.5,0.1
-W.MUH.1.hip.null.null.1.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,18.5,normal,174.2,19.2,normal,185.8,16.6,lognormal,189.9,0.1
-W.MUH.1.hip.null.null.1.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.9,normal,155.3,17.9,normal,179.7,18.3,normal,226.0,17.3
-W.MUH.1.hip.null.null.1.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.2,0.14,normal,130.8,15.0,normal,151.9,16.2,normal,187.8,17.0
-W.MUH.1.hip.null.null.1.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,14.0,normal,128.6,15.3,normal,147.5,15.4,normal,170.3,13.7
-W.MUH.1.hip.null.null.1.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.14,normal,140.0,16.2,lognormal,162.7,0.11,normal,203.1,18.0
-W.MUH.1.hip.null.null.1.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.9,lognormal,150.3,0.13,normal,175.0,19.5,lognormal,226.5,0.11
-W.MUH.1.hip.null.null.1.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.5,normal,161.3,20.8,normal,190.1,25.0,normal,250.0,20.0
-W.MUH.1.hip.null.null.1.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,lognormal,141.7,0.15,normal,167.4,21.6,normal,208.4,18.0
-W.MUH.1.hip.null.null.1.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.2,0.16,lognormal,132.7,0.15,normal,156.2,20.4,lognormal,186.7,0.1
-W.MUH.1.hip.null.null.1.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,lognormal,150.0,0.15,normal,177.3,23.0,normal,233.8,22.4
-W.MUH.1.hip.null.null.1.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.6,0.15,normal,157.5,20.9,normal,183.7,23.2,normal,249.9,20.3
-W.MUH.1.hip.null.null.1.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.7,normal,155.1,18.0,normal,177.1,17.4,lognormal,188.1,0.09
-W.MUH.1.hip.null.null.1.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.9,normal,130.9,15.3,normal,149.3,14.9,lognormal,158.0,0.09
-W.MUH.1.hip.null.null.1.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.4,normal,128.9,15.8,normal,143.7,13.7,normal,148.9,12.1
-W.MUH.1.hip.null.null.1.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,15.2,normal,139.9,16.2,normal,159.8,15.5,lognormal,169.6,0.09
-W.MUH.1.hip.null.null.1.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.2,normal,150.0,17.2,lognormal,171.8,0.11,normal,180.6,14.7
-W.MUH.1.hip.null.null.1.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,17.4,lognormal,162.3,0.15,normal,182.8,19.3,lognormal,193.0,0.09
-W.MUH.1.hip.null.null.1.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.6,normal,140.9,18.1,normal,159.7,16.7,lognormal,169.0,0.1
-W.MUH.1.hip.null.null.1.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.5,normal,132.6,18.1,normal,150.7,16.9,lognormal,159.8,0.1
-W.MUH.1.hip.null.null.1.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.15,lognormal,150.1,0.15,normal,169.6,17.9,lognormal,179.3,0.09
-W.MUH.1.hip.null.null.1.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.0,lognormal,158.4,0.15,normal,177.0,18.3,lognormal,188.3,0.1
-W.MUH.1.hip.null.null.1.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.14,lognormal,166.3,0.12,normal,191.9,20.4,normal,228.0,20.4
-W.MUH.1.hip.null.null.1.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.14,normal,136.0,15.5,normal,156.6,16.9,normal,187.8,15.9
-W.MUH.1.hip.null.null.1.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.3,normal,138.2,14.5,lognormal,153.6,0.09,normal,170.3,13.6
-W.MUH.1.hip.null.null.1.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,15.8,lognormal,148.2,0.13,lognormal,171.0,0.12,normal,203.3,16.7
-W.MUH.1.hip.null.null.1.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.0,0.13,normal,159.0,17.9,normal,182.8,18.4,normal,217.3,18.0
-W.MUH.1.hip.null.null.1.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.4,0.15,normal,182.0,22.1,lognormal,217.9,0.15,lognormal,250.0,0.08
-W.MUH.1.hip.null.null.1.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.0,normal,156.8,17.4,normal,184.2,19.7,normal,207.1,16.2
-W.MUH.1.hip.null.null.1.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,16.9,normal,151.4,19.8,normal,172.1,18.2,lognormal,186.1,0.1
-W.MUH.1.hip.null.null.1.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.2,normal,166.6,18.7,normal,195.6,19.4,normal,233.9,22.1
-W.MUH.1.hip.null.null.1.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.6,0.15,lognormal,178.5,0.14,normal,209.1,25.2,normal,249.2,22.1
-W.MUH.1.hip.null.null.1.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.14,lognormal,165.4,0.12,normal,181.5,14.9,lognormal,187.4,0.09
-W.MUH.1.hip.null.null.1.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.14,lognormal,136.8,0.13,normal,153.0,14.5,normal,158.7,13.1
-W.MUH.1.hip.null.null.1.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.4,normal,137.7,14.4,normal,146.7,11.7,lognormal,148.8,0.09
-W.MUH.1.hip.null.null.1.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,164.1,0.1,lognormal,170.1,0.09
-W.MUH.1.hip.null.null.1.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,16.4,normal,158.4,17.7,normal,174.9,14.5,normal,180.4,14.4
-W.MUH.1.hip.null.null.1.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.3,19.9,normal,179.6,19.5,lognormal,192.6,0.1,lognormal,195.5,0.1
-W.MUH.1.hip.null.null.1.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,16.9,normal,155.3,16.8,lognormal,165.6,0.09,normal,168.2,15.0
-W.MUH.1.hip.null.null.1.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.15,normal,148.1,17.3,lognormal,156.9,0.1,lognormal,159.2,0.1
-W.MUH.1.hip.null.null.1.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.14,normal,165.2,17.9,lognormal,175.5,0.09,lognormal,178.0,0.09
-W.MUH.1.hip.null.null.1.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.7,0.14,normal,174.6,19.3,normal,185.8,16.3,lognormal,190.1,0.1
-W.MUH.2.flt.bur.god.null.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,21.0,normal,153.2,17.7,normal,179.0,17.3,lognormal,224.1,0.1
-W.MUH.2.flt.bur.god.null.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,17.7,normal,129.4,14.9,lognormal,149.0,0.11,normal,180.7,15.5
-W.MUH.2.flt.bur.god.null.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.7,normal,126.4,16.6,normal,143.7,14.1,lognormal,165.4,0.09
-W.MUH.2.flt.bur.god.null.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.9,normal,139.1,16.4,normal,159.6,15.3,normal,196.9,17.6
-W.MUH.2.flt.bur.god.null.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,20.1,lognormal,149.4,0.13,lognormal,173.2,0.11,normal,211.4,17.6
-W.MUH.2.flt.bur.god.null.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,24.2,lognormal,159.8,0.15,normal,186.4,19.5,normal,247.6,26.2
-W.MUH.2.flt.bur.god.null.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,20.9,normal,139.4,18.8,normal,160.5,16.0,normal,197.9,18.0
-W.MUH.2.flt.bur.god.null.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.0,20.4,lognormal,129.1,0.16,lognormal,153.3,0.13,lognormal,189.3,0.11
-W.MUH.2.flt.bur.god.null.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,21.5,lognormal,148.1,0.15,lognormal,171.7,0.11,lognormal,212.6,0.1
-W.MUH.2.flt.bur.god.null.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,22.7,normal,156.0,20.9,lognormal,182.6,0.12,lognormal,222.0,0.08
-W.MUH.2.flt.bur.god.null.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,21.5,normal,153.9,18.1,normal,178.2,17.1,lognormal,203.3,0.1
-W.MUH.2.flt.bur.god.null.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,17.6,normal,129.3,14.9,lognormal,149.9,0.11,lognormal,165.9,0.1
-W.MUH.2.flt.bur.god.null.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.4,normal,126.4,16.3,lognormal,143.4,0.11,normal,156.6,13.9
-W.MUH.2.flt.bur.god.null.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,18.4,lognormal,139.3,0.13,normal,160.4,15.4,lognormal,180.8,0.1
-W.MUH.2.flt.bur.god.null.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,20.1,normal,149.6,18.5,lognormal,173.3,0.11,normal,195.2,18.7
-W.MUH.2.flt.bur.god.null.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.5,24.2,normal,159.3,21.2,lognormal,187.9,0.11,normal,213.7,18.1
-W.MUH.2.flt.bur.god.null.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,21.3,normal,139.1,18.4,normal,161.5,17.0,lognormal,183.0,0.1
-W.MUH.2.flt.bur.god.null.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.1,20.6,normal,128.7,18.2,lognormal,152.6,0.13,lognormal,175.9,0.11
-W.MUH.2.flt.bur.god.null.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,21.7,normal,146.5,19.3,normal,171.9,17.4,lognormal,198.5,0.11
-W.MUH.2.flt.bur.god.null.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.8,23.3,lognormal,156.2,0.15,normal,182.4,19.5,normal,205.5,16.9
-W.MUH.2.flt.bur.god.null.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.7,22.1,lognormal,171.1,0.13,normal,198.3,21.4,normal,247.7,26.1
-W.MUH.2.flt.bur.god.null.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.6,lognormal,138.7,0.14,lognormal,162.5,0.14,normal,195.4,16.4
-W.MUH.2.flt.bur.god.null.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,19.9,normal,144.4,16.4,normal,160.6,14.1,normal,175.9,14.1
-W.MUH.2.flt.bur.god.null.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,18.9,lognormal,150.7,0.14,lognormal,175.5,0.14,lognormal,215.5,0.11
-W.MUH.2.flt.bur.god.null.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,20.4,lognormal,163.1,0.14,lognormal,190.1,0.13,normal,223.0,15.8
-W.MUH.2.flt.bur.god.null.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.0,25.8,normal,193.9,24.1,normal,227.1,22.0,lognormal,250.0,0.07
-W.MUH.2.flt.bur.god.null.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,21.6,lognormal,164.3,0.14,lognormal,199.3,0.12,normal,219.6,20.5
-W.MUH.2.flt.bur.god.null.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,23.8,normal,160.6,21.6,lognormal,185.9,0.11,normal,193.8,18.8
-W.MUH.2.flt.bur.god.null.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.8,lognormal,177.0,0.14,normal,211.9,20.6,normal,239.7,20.7
-W.MUH.2.flt.bur.god.null.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.9,normal,189.5,24.7,normal,227.2,24.8,lognormal,250.0,0.08
-W.MUH.2.flt.bur.god.null.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.9,0.17,lognormal,171.8,0.14,normal,193.5,19.3,lognormal,203.5,0.1
-W.MUH.2.flt.bur.god.null.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.8,lognormal,139.1,0.14,normal,158.3,17.3,lognormal,167.8,0.11
-W.MUH.2.flt.bur.god.null.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.9,normal,144.3,16.3,normal,155.6,13.8,lognormal,157.4,0.1
-W.MUH.2.flt.bur.god.null.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,19.2,lognormal,151.1,0.14,lognormal,173.2,0.13,normal,180.5,17.3
-W.MUH.2.flt.bur.god.null.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,22.0,lognormal,162.7,0.13,normal,181.5,16.1,lognormal,195.2,0.11
-W.MUH.2.flt.bur.god.null.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.5,26.4,lognormal,196.1,0.15,normal,212.4,18.3,normal,212.7,17.6
-W.MUH.2.flt.bur.god.null.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,22.3,normal,164.4,20.1,lognormal,182.9,0.11,lognormal,184.0,0.11
-W.MUH.2.flt.bur.god.null.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,23.5,normal,161.5,22.4,lognormal,176.1,0.11,lognormal,177.1,0.11
-W.MUH.2.flt.bur.god.null.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.9,22.8,lognormal,177.8,0.14,lognormal,194.1,0.1,lognormal,195.0,0.1
-W.MUH.2.flt.bur.god.null.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.4,25.2,lognormal,188.5,0.14,normal,208.0,18.7,normal,208.9,18.1
-W.MUH.2.flt.bur.god.null.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,20.7,normal,157.4,19.4,normal,190.1,21.3,lognormal,250.0,0.12
-W.MUH.2.flt.bur.god.null.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,17.4,normal,131.7,16.0,lognormal,158.0,0.13,normal,195.0,15.6
-W.MUH.2.flt.bur.god.null.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,18.7,normal,131.4,18.5,normal,154.8,15.5,lognormal,176.4,0.09
-W.MUH.2.flt.bur.god.null.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,18.5,lognormal,141.7,0.13,lognormal,171.5,0.14,normal,214.3,18.8
-W.MUH.2.flt.bur.god.null.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,19.7,lognormal,152.8,0.14,lognormal,183.0,0.12,normal,233.8,22.3
-W.MUH.2.flt.bur.god.null.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.3,24.2,lognormal,165.0,0.16,normal,204.2,26.0,lognormal,250.0,0.06
-W.MUH.2.flt.bur.god.null.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,21.1,normal,144.8,21.7,normal,177.8,22.3,normal,218.1,19.3
-W.MUH.2.flt.bur.god.null.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,21.1,lognormal,134.3,0.17,lognormal,166.9,0.15,normal,193.1,16.7
-W.MUH.2.flt.bur.god.null.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,22.1,normal,153.5,22.1,normal,191.3,26.9,normal,248.6,23.8
-W.MUH.2.flt.bur.god.null.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.6,24.8,lognormal,162.9,0.16,normal,196.1,23.3,lognormal,250.0,0.08
-W.MUH.2.flt.bur.god.null.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,21.2,normal,156.8,19.0,lognormal,189.4,0.12,normal,201.7,17.6
-W.MUH.2.flt.bur.god.null.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,17.3,lognormal,131.9,0.13,lognormal,155.7,0.12,lognormal,167.9,0.11
-W.MUH.2.flt.bur.god.null.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.5,normal,131.3,17.9,lognormal,152.9,0.11,lognormal,157.9,0.1
-W.MUH.2.flt.bur.god.null.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,18.1,normal,141.5,17.4,lognormal,168.8,0.13,lognormal,179.9,0.1
-W.MUH.2.flt.bur.god.null.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,19.9,lognormal,152.8,0.14,normal,181.0,18.9,lognormal,196.9,0.11
-W.MUH.2.flt.bur.god.null.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.6,25.5,lognormal,166.0,0.16,normal,200.7,23.5,normal,213.1,17.8
-W.MUH.2.flt.bur.god.null.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,21.0,lognormal,145.4,0.17,lognormal,174.8,0.14,normal,183.9,19.4
-W.MUH.2.flt.bur.god.null.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,20.6,lognormal,134.3,0.17,lognormal,165.9,0.15,lognormal,177.3,0.11
-W.MUH.2.flt.bur.god.null.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,22.3,lognormal,154.2,0.16,lognormal,186.1,0.13,normal,198.4,20.9
-W.MUH.2.flt.bur.god.null.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,24.0,lognormal,161.4,0.16,normal,195.2,23.0,normal,207.4,18.4
-W.MUH.2.flt.bur.god.null.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.6,23.5,lognormal,171.2,0.13,normal,196.1,19.0,normal,247.6,26.1
-W.MUH.2.flt.bur.god.null.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.8,lognormal,138.5,0.14,normal,160.0,18.7,normal,195.1,15.7
-W.MUH.2.flt.bur.god.null.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,19.2,lognormal,145.1,0.13,normal,160.1,13.0,normal,175.9,14.6
-W.MUH.2.flt.bur.god.null.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.3,0.16,lognormal,151.3,0.14,normal,176.4,21.9,normal,211.1,17.5
-W.MUH.2.flt.bur.god.null.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.7,0.17,lognormal,163.2,0.14,lognormal,190.0,0.13,normal,238.2,23.9
-W.MUH.2.flt.bur.god.null.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.0,26.4,lognormal,194.4,0.14,normal,235.2,25.7,lognormal,250.0,0.06
-W.MUH.2.flt.bur.god.null.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.0,lognormal,166.2,0.14,normal,196.8,19.1,normal,216.6,18.0
-W.MUH.2.flt.bur.god.null.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,24.2,normal,160.6,21.8,normal,186.9,19.4,normal,194.5,18.1
-W.MUH.2.flt.bur.god.null.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.5,23.4,lognormal,176.3,0.14,lognormal,211.6,0.11,normal,248.3,24.4
-W.MUH.2.flt.bur.god.null.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.0,25.4,normal,188.1,22.4,lognormal,234.4,0.14,normal,250.0,20.0
-W.MUH.2.flt.bur.god.null.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,23.1,lognormal,171.2,0.13,normal,193.2,18.8,lognormal,201.7,0.09
-W.MUH.2.flt.bur.god.null.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.8,lognormal,139.7,0.15,normal,157.4,16.4,lognormal,166.4,0.1
-W.MUH.2.flt.bur.god.null.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,20.4,normal,144.2,16.7,normal,155.1,13.5,normal,156.5,13.7
-W.MUH.2.flt.bur.god.null.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.1,lognormal,150.7,0.14,lognormal,171.8,0.12,lognormal,179.9,0.1
-W.MUH.2.flt.bur.god.null.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.4,0.17,lognormal,163.7,0.14,normal,183.8,17.8,normal,195.0,18.8
-W.MUH.2.flt.bur.god.null.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.4,25.7,lognormal,194.4,0.14,lognormal,215.0,0.11,normal,216.6,21.2
-W.MUH.2.flt.bur.god.null.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.2,21.4,normal,163.3,19.3,lognormal,183.4,0.12,lognormal,185.0,0.12
-W.MUH.2.flt.bur.god.null.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,23.4,lognormal,162.8,0.16,lognormal,175.6,0.11,normal,175.9,17.2
-W.MUH.2.flt.bur.god.null.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,22.7,normal,176.0,21.6,lognormal,195.7,0.11,lognormal,197.7,0.11
-W.MUH.2.flt.bur.god.null.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.3,25.0,normal,188.9,23.2,lognormal,205.9,0.1,normal,206.4,18.0
-W.MUH.2.flt.bur.por.null.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,21.0,lognormal,139.5,0.17,normal,170.5,22.1,normal,220.7,17.7
-W.MUH.2.flt.bur.por.null.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,17.1,lognormal,120.0,0.16,normal,143.5,16.4,normal,181.2,16.2
-W.MUH.2.flt.bur.por.null.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.3,17.7,lognormal,112.5,0.17,normal,136.8,17.4,lognormal,164.0,0.09
-W.MUH.2.flt.bur.por.null.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,18.4,lognormal,127.0,0.16,normal,154.0,18.3,normal,195.5,16.8
-W.MUH.2.flt.bur.por.null.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,20.3,normal,135.0,19.9,lognormal,164.3,0.14,normal,210.4,16.5
-W.MUH.2.flt.bur.por.null.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,21.6,lognormal,139.8,0.17,lognormal,172.6,0.15,lognormal,250.0,0.12
-W.MUH.2.flt.bur.por.null.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.4,18.5,lognormal,122.4,0.17,lognormal,149.8,0.14,normal,198.9,19.5
-W.MUH.2.flt.bur.por.null.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.7,lognormal,112.2,0.17,lognormal,139.4,0.15,lognormal,189.7,0.1
-W.MUH.2.flt.bur.por.null.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,20.0,lognormal,129.6,0.17,lognormal,160.7,0.16,normal,210.7,18.3
-W.MUH.2.flt.bur.por.null.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,21.4,lognormal,136.3,0.17,lognormal,168.5,0.15,normal,223.9,18.5
-W.MUH.2.flt.bur.por.null.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.9,normal,138.6,20.3,lognormal,170.1,0.15,lognormal,200.2,0.09
-W.MUH.2.flt.bur.por.null.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,17.4,normal,119.1,16.8,lognormal,143.2,0.12,lognormal,165.6,0.1
-W.MUH.2.flt.bur.por.null.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,17.5,lognormal,112.4,0.17,normal,137.3,17.7,normal,156.8,13.8
-W.MUH.2.flt.bur.por.null.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,18.6,normal,127.1,18.3,lognormal,154.5,0.13,normal,180.2,17.1
-W.MUH.2.flt.bur.por.null.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,20.4,normal,134.6,19.4,normal,164.6,20.7,lognormal,195.2,0.11
-W.MUH.2.flt.bur.por.null.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,21.5,lognormal,139.5,0.17,normal,172.9,24.1,normal,212.1,17.6
-W.MUH.2.flt.bur.por.null.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,19.0,lognormal,122.5,0.17,lognormal,149.9,0.15,lognormal,183.4,0.11
-W.MUH.2.flt.bur.por.null.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,17.5,lognormal,112.5,0.17,lognormal,139.8,0.15,normal,174.9,16.9
-W.MUH.2.flt.bur.por.null.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,20.2,lognormal,129.3,0.17,lognormal,159.6,0.15,lognormal,197.9,0.11
-W.MUH.2.flt.bur.por.null.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,21.2,lognormal,136.6,0.17,lognormal,168.6,0.15,lognormal,208.1,0.1
-W.MUH.2.flt.bur.por.null.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.7,22.1,lognormal,171.1,0.13,normal,198.3,21.4,normal,247.7,26.1
-W.MUH.2.flt.bur.por.null.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.6,lognormal,138.7,0.14,lognormal,162.5,0.14,normal,195.4,16.4
-W.MUH.2.flt.bur.por.null.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,19.9,normal,144.4,16.4,normal,160.6,14.1,normal,175.9,14.1
-W.MUH.2.flt.bur.por.null.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,18.9,lognormal,150.7,0.14,lognormal,175.5,0.14,lognormal,215.5,0.11
-W.MUH.2.flt.bur.por.null.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,20.4,lognormal,163.1,0.14,lognormal,190.1,0.13,normal,223.0,15.8
-W.MUH.2.flt.bur.por.null.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.0,25.8,normal,193.9,24.1,normal,227.1,22.0,lognormal,250.0,0.07
-W.MUH.2.flt.bur.por.null.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,21.6,lognormal,164.3,0.14,lognormal,199.3,0.12,normal,219.6,20.5
-W.MUH.2.flt.bur.por.null.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,23.8,normal,160.6,21.6,lognormal,185.9,0.11,normal,193.8,18.8
-W.MUH.2.flt.bur.por.null.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.8,lognormal,177.0,0.14,normal,211.9,20.6,normal,239.7,20.7
-W.MUH.2.flt.bur.por.null.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.9,normal,189.5,24.7,normal,227.2,24.8,lognormal,250.0,0.08
-W.MUH.2.flt.bur.por.null.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.9,0.17,lognormal,171.8,0.14,normal,193.5,19.3,lognormal,203.5,0.1
-W.MUH.2.flt.bur.por.null.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.8,lognormal,139.1,0.14,normal,158.3,17.3,lognormal,167.8,0.11
-W.MUH.2.flt.bur.por.null.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.9,normal,144.3,16.3,normal,155.6,13.8,lognormal,157.4,0.1
-W.MUH.2.flt.bur.por.null.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,19.2,lognormal,151.1,0.14,lognormal,173.2,0.13,normal,180.5,17.3
-W.MUH.2.flt.bur.por.null.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,22.0,lognormal,162.7,0.13,normal,181.5,16.1,lognormal,195.2,0.11
-W.MUH.2.flt.bur.por.null.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.5,26.4,lognormal,196.1,0.15,normal,212.4,18.3,normal,212.7,17.6
-W.MUH.2.flt.bur.por.null.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,22.3,normal,164.4,20.1,lognormal,182.9,0.11,lognormal,184.0,0.11
-W.MUH.2.flt.bur.por.null.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,23.5,normal,161.5,22.4,lognormal,176.1,0.11,lognormal,177.1,0.11
-W.MUH.2.flt.bur.por.null.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.9,22.8,lognormal,177.8,0.14,lognormal,194.1,0.1,lognormal,195.0,0.1
-W.MUH.2.flt.bur.por.null.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.4,25.2,lognormal,188.5,0.14,normal,208.0,18.7,normal,208.9,18.1
-W.MUH.2.flt.bur.por.null.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,20.5,normal,138.8,20.7,lognormal,171.6,0.15,normal,247.0,28.0
-W.MUH.2.flt.bur.por.null.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,17.3,normal,119.5,16.8,normal,145.1,17.0,normal,198.0,17.9
-W.MUH.2.flt.bur.por.null.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,17.3,lognormal,112.7,0.17,lognormal,140.4,0.16,lognormal,175.4,0.08
-W.MUH.2.flt.bur.por.null.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,18.3,normal,126.7,17.9,normal,155.9,19.4,normal,211.7,17.6
-W.MUH.2.flt.bur.por.null.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,19.5,lognormal,134.4,0.16,lognormal,165.7,0.14,normal,224.5,17.3
-W.MUH.2.flt.bur.por.null.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,21.5,normal,139.4,21.0,lognormal,174.1,0.16,lognormal,250.0,0.06
-W.MUH.2.flt.bur.por.null.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,18.8,lognormal,122.2,0.17,lognormal,153.0,0.16,normal,222.3,21.6
-W.MUH.2.flt.bur.por.null.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.5,lognormal,112.8,0.17,normal,140.0,19.5,normal,195.5,19.7
-W.MUH.2.flt.bur.por.null.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,20.2,lognormal,129.0,0.17,lognormal,161.4,0.16,normal,240.3,19.4
-W.MUH.2.flt.bur.por.null.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,21.3,lognormal,137.0,0.17,lognormal,169.1,0.15,normal,250.0,19.9
-W.MUH.2.flt.bur.por.null.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,20.4,normal,138.1,20.1,lognormal,172.7,0.16,lognormal,202.2,0.09
-W.MUH.2.flt.bur.por.null.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,17.2,normal,119.3,16.9,normal,146.1,18.0,lognormal,167.4,0.11
-W.MUH.2.flt.bur.por.null.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,17.6,lognormal,112.6,0.17,normal,139.9,19.6,normal,156.7,13.5
-W.MUH.2.flt.bur.por.null.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,18.6,normal,126.8,17.7,normal,156.6,19.3,normal,179.7,16.4
-W.MUH.2.flt.bur.por.null.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,20.3,normal,134.9,19.6,lognormal,166.6,0.15,lognormal,194.5,0.1
-W.MUH.2.flt.bur.por.null.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,21.3,lognormal,139.3,0.17,lognormal,175.6,0.17,normal,211.1,15.3
-W.MUH.2.flt.bur.por.null.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,18.6,lognormal,122.4,0.17,lognormal,152.5,0.16,lognormal,183.2,0.11
-W.MUH.2.flt.bur.por.null.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.5,lognormal,112.6,0.18,lognormal,141.2,0.16,normal,176.1,17.4
-W.MUH.2.flt.bur.por.null.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,20.1,lognormal,129.6,0.17,lognormal,162.6,0.17,normal,195.5,18.8
-W.MUH.2.flt.bur.por.null.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,21.3,lognormal,136.6,0.17,lognormal,169.0,0.15,normal,205.8,17.2
-W.MUH.2.flt.bur.por.null.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.6,23.5,lognormal,171.2,0.13,normal,196.1,19.0,normal,247.6,26.1
-W.MUH.2.flt.bur.por.null.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.8,lognormal,138.5,0.14,normal,160.0,18.7,normal,195.1,15.7
-W.MUH.2.flt.bur.por.null.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,19.2,lognormal,145.1,0.13,normal,160.1,13.0,normal,175.9,14.6
-W.MUH.2.flt.bur.por.null.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.3,0.16,lognormal,151.3,0.14,normal,176.4,21.9,normal,211.1,17.5
-W.MUH.2.flt.bur.por.null.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.7,0.17,lognormal,163.2,0.14,lognormal,190.0,0.13,normal,238.2,23.9
-W.MUH.2.flt.bur.por.null.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.0,26.4,lognormal,194.4,0.14,normal,235.2,25.7,lognormal,250.0,0.06
-W.MUH.2.flt.bur.por.null.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.0,lognormal,166.2,0.14,normal,196.8,19.1,normal,216.6,18.0
-W.MUH.2.flt.bur.por.null.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,24.2,normal,160.6,21.8,normal,186.9,19.4,normal,194.5,18.1
-W.MUH.2.flt.bur.por.null.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.5,23.4,lognormal,176.3,0.14,lognormal,211.6,0.11,normal,248.3,24.4
-W.MUH.2.flt.bur.por.null.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.0,25.4,normal,188.1,22.4,lognormal,234.4,0.14,normal,250.0,20.0
-W.MUH.2.flt.bur.por.null.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,23.1,lognormal,171.2,0.13,normal,193.2,18.8,lognormal,201.7,0.09
-W.MUH.2.flt.bur.por.null.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.8,lognormal,139.7,0.15,normal,157.4,16.4,lognormal,166.4,0.1
-W.MUH.2.flt.bur.por.null.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,20.4,normal,144.2,16.7,normal,155.1,13.5,normal,156.5,13.7
-W.MUH.2.flt.bur.por.null.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.1,lognormal,150.7,0.14,lognormal,171.8,0.12,lognormal,179.9,0.1
-W.MUH.2.flt.bur.por.null.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.4,0.17,lognormal,163.7,0.14,normal,183.8,17.8,normal,195.0,18.8
-W.MUH.2.flt.bur.por.null.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.4,25.7,lognormal,194.4,0.14,lognormal,215.0,0.11,normal,216.6,21.2
-W.MUH.2.flt.bur.por.null.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.2,21.4,normal,163.3,19.3,lognormal,183.4,0.12,lognormal,185.0,0.12
-W.MUH.2.flt.bur.por.null.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,23.4,lognormal,162.8,0.16,lognormal,175.6,0.11,normal,175.9,17.2
-W.MUH.2.flt.bur.por.null.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,22.7,normal,176.0,21.6,lognormal,195.7,0.11,lognormal,197.7,0.11
-W.MUH.2.flt.bur.por.null.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.3,25.0,normal,188.9,23.2,lognormal,205.9,0.1,normal,206.4,18.0
-W.MUH.2.flt.spm.god.null.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,20.4,lognormal,150.4,0.15,lognormal,175.8,0.12,normal,217.2,16.6
-W.MUH.2.flt.spm.god.null.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,16.9,normal,126.6,15.3,normal,147.4,15.8,lognormal,181.0,0.09
-W.MUH.2.flt.spm.god.null.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.0,lognormal,122.9,0.16,normal,140.3,14.7,lognormal,164.9,0.09
-W.MUH.2.flt.spm.god.null.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.7,normal,135.6,16.8,normal,158.0,16.8,normal,195.7,17.2
-W.MUH.2.flt.spm.god.null.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.5,19.3,normal,144.8,18.8,normal,169.9,18.2,normal,208.6,16.0
-W.MUH.2.flt.spm.god.null.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,24.9,lognormal,154.6,0.17,normal,178.2,21.3,normal,247.6,26.3
-W.MUH.2.flt.spm.god.null.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.2,lognormal,133.2,0.16,lognormal,156.0,0.14,normal,197.7,19.3
-W.MUH.2.flt.spm.god.null.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,19.6,lognormal,122.9,0.16,normal,144.5,18.1,normal,187.8,16.5
-W.MUH.2.flt.spm.god.null.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,21.5,normal,140.3,19.9,lognormal,165.6,0.14,normal,211.8,18.4
-W.MUH.2.flt.spm.god.null.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.5,23.2,lognormal,148.5,0.16,normal,175.5,23.0,normal,226.5,19.3
-W.MUH.2.flt.spm.god.null.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,20.1,lognormal,149.8,0.14,normal,174.8,19.0,normal,200.3,16.7
-W.MUH.2.flt.spm.god.null.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.4,normal,126.5,15.6,lognormal,147.6,0.12,lognormal,167.7,0.11
-W.MUH.2.flt.spm.god.null.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,17.7,lognormal,122.5,0.16,normal,140.7,15.2,normal,156.7,13.7
-W.MUH.2.flt.spm.god.null.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.8,normal,135.3,16.8,normal,158.1,16.6,lognormal,180.2,0.1
-W.MUH.2.flt.spm.god.null.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,19.1,lognormal,144.9,0.14,lognormal,170.5,0.12,normal,195.0,17.3
-W.MUH.2.flt.spm.god.null.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,23.8,lognormal,153.8,0.17,lognormal,180.7,0.15,normal,214.4,18.2
-W.MUH.2.flt.spm.god.null.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.9,lognormal,133.0,0.16,normal,155.4,19.6,lognormal,183.8,0.11
-W.MUH.2.flt.spm.god.null.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,19.6,lognormal,123.3,0.17,normal,145.0,18.7,normal,175.5,17.0
-W.MUH.2.flt.spm.god.null.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,21.5,normal,140.7,19.8,normal,166.5,21.9,lognormal,196.0,0.1
-W.MUH.2.flt.spm.god.null.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,24.2,normal,149.3,21.7,normal,175.1,22.4,normal,208.2,19.6
-W.MUH.2.flt.spm.god.null.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,21.6,lognormal,168.4,0.13,normal,194.5,20.6,normal,248.3,24.6
-W.MUH.2.flt.spm.god.null.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.8,lognormal,138.2,0.14,lognormal,159.9,0.13,normal,195.7,16.4
-W.MUH.2.flt.spm.god.null.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,19.0,normal,141.0,16.5,normal,159.4,14.1,normal,176.2,14.0
-W.MUH.2.flt.spm.god.null.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.5,lognormal,149.5,0.14,lognormal,174.3,0.13,normal,208.9,15.6
-W.MUH.2.flt.spm.god.null.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.6,0.17,lognormal,160.3,0.13,normal,186.0,19.6,normal,230.4,21.0
-W.MUH.2.flt.spm.god.null.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.3,25.4,lognormal,185.9,0.15,normal,215.1,21.3,lognormal,250.0,0.06
-W.MUH.2.flt.spm.god.null.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,21.2,normal,157.4,19.8,normal,191.8,22.6,lognormal,216.9,0.09
-W.MUH.2.flt.spm.god.null.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,22.0,lognormal,152.8,0.16,lognormal,178.5,0.13,normal,194.1,17.9
-W.MUH.2.flt.spm.god.null.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.7,22.4,lognormal,169.6,0.15,normal,206.4,26.1,lognormal,250.0,0.11
-W.MUH.2.flt.spm.god.null.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.9,lognormal,180.7,0.15,lognormal,216.7,0.14,normal,249.5,21.2
-W.MUH.2.flt.spm.god.null.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.2,lognormal,167.5,0.13,lognormal,191.1,0.1,lognormal,202.1,0.1
-W.MUH.2.flt.spm.god.null.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.6,lognormal,137.4,0.14,normal,156.9,16.6,normal,166.3,15.9
-W.MUH.2.flt.spm.god.null.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.5,normal,140.5,16.5,lognormal,154.9,0.1,lognormal,157.3,0.1
-W.MUH.2.flt.spm.god.null.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,19.0,lognormal,149.7,0.14,lognormal,171.9,0.13,normal,179.3,16.0
-W.MUH.2.flt.spm.god.null.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.9,21.3,normal,160.6,19.7,normal,183.1,17.7,lognormal,195.3,0.1
-W.MUH.2.flt.spm.god.null.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,26.7,lognormal,185.3,0.14,lognormal,211.3,0.11,lognormal,215.7,0.1
-W.MUH.2.flt.spm.god.null.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,20.1,normal,157.8,19.6,normal,179.2,17.8,lognormal,183.8,0.11
-W.MUH.2.flt.spm.god.null.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,23.4,normal,152.5,22.5,lognormal,172.6,0.12,normal,175.7,16.9
-W.MUH.2.flt.spm.god.null.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,22.5,lognormal,169.8,0.14,lognormal,192.7,0.11,lognormal,196.1,0.11
-W.MUH.2.flt.spm.god.null.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.9,normal,179.5,23.5,lognormal,204.7,0.11,normal,208.2,19.3
-W.MUH.2.flt.spm.god.null.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,20.2,lognormal,151.4,0.15,normal,180.2,22.0,lognormal,250.0,0.12
-W.MUH.2.flt.spm.god.null.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,17.2,normal,127.1,15.7,normal,151.5,17.2,normal,196.4,17.0
-W.MUH.2.flt.spm.god.null.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,18.1,lognormal,124.1,0.17,normal,148.3,18.4,lognormal,176.6,0.09
-W.MUH.2.flt.spm.god.null.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.8,lognormal,136.9,0.14,lognormal,163.1,0.13,normal,212.1,16.9
-W.MUH.2.flt.spm.god.null.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,19.5,normal,146.2,19.1,normal,175.2,21.5,normal,246.5,29.3
-W.MUH.2.flt.spm.god.null.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,24.6,lognormal,153.6,0.17,lognormal,184.5,0.17,lognormal,250.0,0.06
-W.MUH.2.flt.spm.god.null.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.9,lognormal,134.3,0.16,lognormal,163.2,0.17,normal,215.9,16.3
-W.MUH.2.flt.spm.god.null.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,19.8,lognormal,124.4,0.17,lognormal,149.5,0.17,normal,193.3,17.8
-W.MUH.2.flt.spm.god.null.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,22.5,lognormal,142.9,0.17,lognormal,170.5,0.16,normal,248.4,24.1
-W.MUH.2.flt.spm.god.null.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,23.3,lognormal,150.1,0.16,lognormal,181.2,0.16,lognormal,250.0,0.08
-W.MUH.2.flt.spm.god.null.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,21.1,normal,150.4,19.9,normal,180.9,21.8,lognormal,202.2,0.09
-W.MUH.2.flt.spm.god.null.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,16.5,lognormal,127.9,0.14,lognormal,152.2,0.13,lognormal,166.6,0.1
-W.MUH.2.flt.spm.god.null.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,18.0,lognormal,124.0,0.16,normal,146.7,17.8,lognormal,157.6,0.1
-W.MUH.2.flt.spm.god.null.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.9,normal,136.3,17.2,normal,160.7,17.9,normal,179.8,16.3
-W.MUH.2.flt.spm.god.null.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,19.1,lognormal,146.1,0.15,lognormal,175.3,0.14,normal,194.5,17.5
-W.MUH.2.flt.spm.god.null.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,24.4,normal,153.4,22.4,lognormal,185.2,0.17,normal,210.9,16.6
-W.MUH.2.flt.spm.god.null.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.7,normal,133.7,19.3,lognormal,161.4,0.16,lognormal,182.6,0.1
-W.MUH.2.flt.spm.god.null.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,19.6,lognormal,123.9,0.16,lognormal,149.7,0.16,lognormal,176.8,0.11
-W.MUH.2.flt.spm.god.null.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,21.7,lognormal,141.8,0.16,lognormal,172.0,0.17,lognormal,197.2,0.11
-W.MUH.2.flt.spm.god.null.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,23.4,lognormal,150.5,0.17,lognormal,179.8,0.16,lognormal,206.9,0.09
-W.MUH.2.flt.spm.god.null.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,21.9,normal,168.2,20.8,lognormal,193.8,0.11,lognormal,228.3,0.08
-W.MUH.2.flt.spm.god.null.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.8,lognormal,138.1,0.14,lognormal,159.6,0.13,normal,194.9,16.1
-W.MUH.2.flt.spm.god.null.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,19.0,normal,141.5,16.8,normal,158.9,13.1,normal,175.8,14.1
-W.MUH.2.flt.spm.god.null.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,18.8,lognormal,149.4,0.14,lognormal,174.0,0.13,normal,213.4,18.0
-W.MUH.2.flt.spm.god.null.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,20.7,lognormal,160.4,0.13,lognormal,187.4,0.12,normal,238.4,23.5
-W.MUH.2.flt.spm.god.null.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.7,27.1,lognormal,186.8,0.15,lognormal,226.1,0.15,lognormal,250.0,0.08
-W.MUH.2.flt.spm.god.null.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,20.9,normal,157.6,19.6,lognormal,191.9,0.13,normal,217.3,18.7
-W.MUH.2.flt.spm.god.null.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,22.8,lognormal,152.6,0.17,normal,177.9,19.6,lognormal,193.5,0.1
-W.MUH.2.flt.spm.god.null.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,21.8,lognormal,169.3,0.14,normal,203.4,23.9,normal,239.0,22.1
-W.MUH.2.flt.spm.god.null.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.6,23.0,lognormal,178.8,0.14,normal,210.3,21.7,lognormal,250.0,0.08
-W.MUH.2.flt.spm.god.null.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.5,lognormal,168.3,0.14,lognormal,190.7,0.1,lognormal,201.2,0.09
-W.MUH.2.flt.spm.god.null.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.6,lognormal,137.1,0.13,normal,157.1,16.9,lognormal,167.4,0.11
-W.MUH.2.flt.spm.god.null.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.2,normal,140.5,16.3,normal,154.6,13.3,normal,156.8,13.4
-W.MUH.2.flt.spm.god.null.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,18.9,lognormal,149.0,0.14,lognormal,171.7,0.13,lognormal,180.3,0.1
-W.MUH.2.flt.spm.god.null.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.5,lognormal,160.1,0.13,lognormal,185.6,0.12,normal,195.6,19.0
-W.MUH.2.flt.spm.god.null.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.0,24.6,lognormal,186.6,0.16,normal,211.0,20.7,lognormal,214.2,0.09
-W.MUH.2.flt.spm.god.null.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,20.4,normal,157.6,19.9,normal,179.8,19.0,lognormal,184.2,0.11
-W.MUH.2.flt.spm.god.null.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.2,0.19,lognormal,153.2,0.17,lognormal,172.7,0.12,normal,176.1,16.9
-W.MUH.2.flt.spm.god.null.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.0,22.1,normal,169.6,22.0,lognormal,192.9,0.11,lognormal,195.9,0.1
-W.MUH.2.flt.spm.god.null.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.9,23.3,lognormal,181.1,0.15,lognormal,205.4,0.11,normal,207.5,17.9
-W.MUH.2.flt.spm.por.null.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,22.6,normal,119.8,21.8,lognormal,133.1,0.18,normal,220.4,18.6
-W.MUH.2.flt.spm.por.null.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.6,19.1,lognormal,116.6,0.18,normal,180.6,16.1
-W.MUH.2.flt.spm.por.null.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.0,normal,96.7,17.9,lognormal,107.0,0.18,lognormal,165.3,0.09
-W.MUH.2.flt.spm.por.null.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,20.9,normal,110.9,20.2,lognormal,123.3,0.18,normal,195.8,16.7
-W.MUH.2.flt.spm.por.null.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,22.2,normal,117.0,21.2,lognormal,129.5,0.18,lognormal,213.9,0.1
-W.MUH.2.flt.spm.por.null.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,23.2,normal,120.4,22.2,normal,131.6,20.0,lognormal,250.0,0.11
-W.MUH.2.flt.spm.por.null.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.4,20.2,normal,104.4,18.8,lognormal,116.2,0.18,normal,198.0,18.1
-W.MUH.2.flt.spm.por.null.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,19.4,normal,96.6,18.2,lognormal,107.0,0.18,normal,188.3,17.0
-W.MUH.2.flt.spm.por.null.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,22.1,normal,111.5,20.7,lognormal,123.7,0.18,normal,208.0,15.6
-W.MUH.2.flt.spm.por.null.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,22.5,normal,116.6,21.0,lognormal,130.2,0.18,normal,219.4,14.8
-W.MUH.2.flt.spm.por.null.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,22.8,normal,120.3,22.4,lognormal,132.8,0.18,lognormal,201.9,0.09
-W.MUH.2.flt.spm.por.null.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,19.5,normal,104.7,19.4,lognormal,116.0,0.18,lognormal,165.6,0.1
-W.MUH.2.flt.spm.por.null.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,19.2,normal,96.5,18.2,lognormal,106.9,0.18,normal,157.0,14.0
-W.MUH.2.flt.spm.por.null.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.7,normal,110.6,19.8,lognormal,123.1,0.18,normal,180.9,17.8
-W.MUH.2.flt.spm.por.null.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,21.7,normal,116.7,20.6,lognormal,130.0,0.18,lognormal,195.4,0.1
-W.MUH.2.flt.spm.por.null.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,23.1,normal,120.0,21.9,lognormal,132.8,0.18,normal,214.3,19.5
-W.MUH.2.flt.spm.por.null.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,20.3,normal,104.4,19.2,lognormal,115.8,0.18,lognormal,183.1,0.11
-W.MUH.2.flt.spm.por.null.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,19.2,normal,96.6,18.1,lognormal,107.0,0.18,lognormal,176.5,0.11
-W.MUH.2.flt.spm.por.null.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,21.7,normal,111.0,20.3,lognormal,122.7,0.18,lognormal,198.0,0.11
-W.MUH.2.flt.spm.por.null.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,22.6,normal,116.7,21.0,lognormal,130.2,0.18,normal,206.4,18.2
-W.MUH.2.flt.spm.por.null.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,21.6,lognormal,168.4,0.13,normal,194.5,20.6,normal,248.3,24.6
-W.MUH.2.flt.spm.por.null.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.8,lognormal,138.2,0.14,lognormal,159.9,0.13,normal,195.7,16.4
-W.MUH.2.flt.spm.por.null.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,19.0,normal,141.0,16.5,normal,159.4,14.1,normal,176.2,14.0
-W.MUH.2.flt.spm.por.null.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.5,lognormal,149.5,0.14,lognormal,174.3,0.13,normal,208.9,15.6
-W.MUH.2.flt.spm.por.null.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.6,0.17,lognormal,160.3,0.13,normal,186.0,19.6,normal,230.4,21.0
-W.MUH.2.flt.spm.por.null.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.3,25.4,lognormal,185.9,0.15,normal,215.1,21.3,lognormal,250.0,0.06
-W.MUH.2.flt.spm.por.null.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,21.2,normal,157.4,19.8,normal,191.8,22.6,lognormal,216.9,0.09
-W.MUH.2.flt.spm.por.null.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,22.0,lognormal,152.8,0.16,lognormal,178.5,0.13,normal,194.1,17.9
-W.MUH.2.flt.spm.por.null.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.7,22.4,lognormal,169.6,0.15,normal,206.4,26.1,lognormal,250.0,0.11
-W.MUH.2.flt.spm.por.null.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.9,lognormal,180.7,0.15,lognormal,216.7,0.14,normal,249.5,21.2
-W.MUH.2.flt.spm.por.null.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.2,lognormal,167.5,0.13,lognormal,191.1,0.1,lognormal,202.1,0.1
-W.MUH.2.flt.spm.por.null.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.6,lognormal,137.4,0.14,normal,156.9,16.6,normal,166.3,15.9
-W.MUH.2.flt.spm.por.null.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.5,normal,140.5,16.5,lognormal,154.9,0.1,lognormal,157.3,0.1
-W.MUH.2.flt.spm.por.null.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,19.0,lognormal,149.7,0.14,lognormal,171.9,0.13,normal,179.3,16.0
-W.MUH.2.flt.spm.por.null.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.9,21.3,normal,160.6,19.7,normal,183.1,17.7,lognormal,195.3,0.1
-W.MUH.2.flt.spm.por.null.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,26.7,lognormal,185.3,0.14,lognormal,211.3,0.11,lognormal,215.7,0.1
-W.MUH.2.flt.spm.por.null.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,20.1,normal,157.8,19.6,normal,179.2,17.8,lognormal,183.8,0.11
-W.MUH.2.flt.spm.por.null.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,23.4,normal,152.5,22.5,lognormal,172.6,0.12,normal,175.7,16.9
-W.MUH.2.flt.spm.por.null.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,22.5,lognormal,169.8,0.14,lognormal,192.7,0.11,lognormal,196.1,0.11
-W.MUH.2.flt.spm.por.null.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.9,normal,179.5,23.5,lognormal,204.7,0.11,normal,208.2,19.3
-W.MUH.2.flt.spm.por.null.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,23.1,normal,120.6,22.2,lognormal,133.1,0.18,lognormal,250.0,0.12
-W.MUH.2.flt.spm.por.null.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.7,normal,104.6,19.1,lognormal,116.0,0.18,normal,194.8,15.6
-W.MUH.2.flt.spm.por.null.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.2,normal,96.6,18.0,lognormal,107.0,0.18,lognormal,176.3,0.09
-W.MUH.2.flt.spm.por.null.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,20.6,normal,110.4,19.9,lognormal,123.7,0.19,lognormal,210.9,0.09
-W.MUH.2.flt.spm.por.null.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,22.0,normal,117.1,21.1,lognormal,129.7,0.18,normal,226.6,17.1
-W.MUH.2.flt.spm.por.null.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.6,normal,120.1,21.8,lognormal,133.0,0.18,lognormal,250.0,0.06
-W.MUH.2.flt.spm.por.null.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.3,19.9,normal,104.3,18.8,lognormal,116.0,0.18,normal,219.9,20.1
-W.MUH.2.flt.spm.por.null.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,19.5,normal,96.7,18.3,normal,106.5,17.1,normal,193.2,18.6
-W.MUH.2.flt.spm.por.null.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,21.9,normal,111.3,20.4,lognormal,123.1,0.18,lognormal,250.0,0.12
-W.MUH.2.flt.spm.por.null.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,22.4,normal,116.8,21.0,lognormal,129.6,0.18,lognormal,250.0,0.09
-W.MUH.2.flt.spm.por.null.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,22.6,normal,120.2,22.0,lognormal,133.5,0.18,normal,200.4,16.2
-W.MUH.2.flt.spm.por.null.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,19.2,normal,104.3,18.5,lognormal,115.9,0.18,lognormal,167.4,0.11
-W.MUH.2.flt.spm.por.null.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.3,normal,96.6,18.1,lognormal,106.9,0.18,lognormal,157.5,0.1
-W.MUH.2.flt.spm.por.null.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,20.9,normal,111.2,20.3,lognormal,123.2,0.18,normal,180.7,17.0
-W.MUH.2.flt.spm.por.null.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,21.8,normal,116.7,20.8,lognormal,129.9,0.18,normal,194.5,17.7
-W.MUH.2.flt.spm.por.null.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,23.5,normal,120.3,22.1,normal,132.8,21.2,normal,212.7,16.3
-W.MUH.2.flt.spm.por.null.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,20.3,normal,104.5,19.0,lognormal,115.7,0.18,lognormal,184.5,0.11
-W.MUH.2.flt.spm.por.null.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.2,normal,96.6,17.9,lognormal,106.7,0.18,normal,176.7,18.5
-W.MUH.2.flt.spm.por.null.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,21.4,normal,110.7,19.8,lognormal,122.8,0.18,lognormal,198.0,0.11
-W.MUH.2.flt.spm.por.null.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,22.6,normal,117.5,21.7,lognormal,129.8,0.18,normal,207.5,18.6
-W.MUH.2.flt.spm.por.null.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,21.9,normal,168.2,20.8,lognormal,193.8,0.11,lognormal,228.3,0.08
-W.MUH.2.flt.spm.por.null.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.8,lognormal,138.1,0.14,lognormal,159.6,0.13,normal,194.9,16.1
-W.MUH.2.flt.spm.por.null.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,19.0,normal,141.5,16.8,normal,158.9,13.1,normal,175.8,14.1
-W.MUH.2.flt.spm.por.null.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,18.8,lognormal,149.4,0.14,lognormal,174.0,0.13,normal,213.4,18.0
-W.MUH.2.flt.spm.por.null.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,20.7,lognormal,160.4,0.13,lognormal,187.4,0.12,normal,238.4,23.5
-W.MUH.2.flt.spm.por.null.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.7,27.1,lognormal,186.8,0.15,lognormal,226.1,0.15,lognormal,250.0,0.08
-W.MUH.2.flt.spm.por.null.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,20.9,normal,157.6,19.6,lognormal,191.9,0.13,normal,217.3,18.7
-W.MUH.2.flt.spm.por.null.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,22.8,lognormal,152.6,0.17,normal,177.9,19.6,lognormal,193.5,0.1
-W.MUH.2.flt.spm.por.null.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,21.8,lognormal,169.3,0.14,normal,203.4,23.9,normal,239.0,22.1
-W.MUH.2.flt.spm.por.null.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.6,23.0,lognormal,178.8,0.14,normal,210.3,21.7,lognormal,250.0,0.08
-W.MUH.2.flt.spm.por.null.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.5,lognormal,168.3,0.14,lognormal,190.7,0.1,lognormal,201.2,0.09
-W.MUH.2.flt.spm.por.null.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.6,lognormal,137.1,0.13,normal,157.1,16.9,lognormal,167.4,0.11
-W.MUH.2.flt.spm.por.null.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.2,normal,140.5,16.3,normal,154.6,13.3,normal,156.8,13.4
-W.MUH.2.flt.spm.por.null.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,18.9,lognormal,149.0,0.14,lognormal,171.7,0.13,lognormal,180.3,0.1
-W.MUH.2.flt.spm.por.null.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.5,lognormal,160.1,0.13,lognormal,185.6,0.12,normal,195.6,19.0
-W.MUH.2.flt.spm.por.null.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.0,24.6,lognormal,186.6,0.16,normal,211.0,20.7,lognormal,214.2,0.09
-W.MUH.2.flt.spm.por.null.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,20.4,normal,157.6,19.9,normal,179.8,19.0,lognormal,184.2,0.11
-W.MUH.2.flt.spm.por.null.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.2,0.19,lognormal,153.2,0.17,lognormal,172.7,0.12,normal,176.1,16.9
-W.MUH.2.flt.spm.por.null.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.0,22.1,normal,169.6,22.0,lognormal,192.9,0.11,lognormal,195.9,0.1
-W.MUH.2.flt.spm.por.null.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.9,23.3,lognormal,181.1,0.15,lognormal,205.4,0.11,normal,207.5,17.9
-W.MUH.2.gab.null.null.0.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.4,16.1,normal,160.9,15.4,normal,198.2,21.0
-W.MUH.2.gab.null.null.0.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.2,0.14,lognormal,122.8,0.12,lognormal,138.8,0.1,lognormal,170.0,0.1
-W.MUH.2.gab.null.null.0.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,13.9,lognormal,117.3,0.13,normal,131.8,12.9,normal,157.0,14.2
-W.MUH.2.gab.null.null.0.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.6,normal,130.6,14.5,lognormal,148.2,0.1,lognormal,180.4,0.1
-W.MUH.2.gab.null.null.0.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.9,normal,137.9,15.6,normal,156.9,15.1,normal,190.8,18.3
-W.MUH.2.gab.null.null.0.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,16.8,lognormal,144.3,0.13,normal,164.8,17.9,lognormal,199.3,0.11
-W.MUH.2.gab.null.null.0.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.4,0.15,lognormal,127.0,0.13,lognormal,145.0,0.12,lognormal,177.2,0.12
-W.MUH.2.gab.null.null.0.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.2,0.16,lognormal,118.4,0.14,lognormal,135.2,0.12,normal,163.6,16.0
-W.MUH.2.gab.null.null.0.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,134.2,0.14,lognormal,152.9,0.11,lognormal,187.1,0.12
-W.MUH.2.gab.null.null.0.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,lognormal,140.4,0.13,normal,161.0,18.3,lognormal,194.5,0.11
-W.MUH.2.gab.null.null.0.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.15,normal,142.7,16.2,normal,161.5,15.6,lognormal,176.0,0.09
-W.MUH.2.gab.null.null.0.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,lognormal,122.5,0.12,lognormal,138.4,0.1,lognormal,149.8,0.1
-W.MUH.2.gab.null.null.0.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.4,0.15,lognormal,117.0,0.13,lognormal,131.9,0.11,lognormal,141.6,0.09
-W.MUH.2.gab.null.null.0.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,14.6,normal,130.6,14.7,lognormal,148.2,0.1,lognormal,159.8,0.09
-W.MUH.2.gab.null.null.0.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,lognormal,137.9,0.12,normal,156.2,15.2,lognormal,169.7,0.09
-W.MUH.2.gab.null.null.0.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,lognormal,143.9,0.13,lognormal,164.0,0.11,lognormal,183.5,0.1
-W.MUH.2.gab.null.null.0.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,14.9,lognormal,127.2,0.13,lognormal,144.4,0.12,normal,159.9,14.3
-W.MUH.2.gab.null.null.0.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,14.0,lognormal,118.4,0.14,normal,134.1,14.3,lognormal,151.2,0.1
-W.MUH.2.gab.null.null.0.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.15,lognormal,134.4,0.14,normal,151.4,14.9,lognormal,169.3,0.1
-W.MUH.2.gab.null.null.0.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.0,normal,139.4,16.2,lognormal,160.1,0.12,lognormal,178.0,0.1
-W.MUH.2.gab.null.null.0.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.14,normal,161.2,16.9,normal,187.3,18.8,normal,216.4,15.5
-W.MUH.2.gab.null.null.0.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.2,lognormal,134.0,0.13,normal,153.7,16.7,lognormal,181.4,0.09
-W.MUH.2.gab.null.null.0.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.1,normal,133.6,13.7,normal,149.8,12.9,normal,164.7,13.3
-W.MUH.2.gab.null.null.0.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.4,lognormal,145.5,0.13,lognormal,165.3,0.1,normal,194.1,15.3
-W.MUH.2.gab.null.null.0.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,16.0,normal,155.7,17.2,normal,177.9,16.4,lognormal,210.6,0.09
-W.MUH.2.gab.null.null.0.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.1,0.15,normal,175.9,22.3,lognormal,211.0,0.14,normal,249.2,22.0
-W.MUH.2.gab.null.null.0.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,152.7,18.7,normal,180.4,19.1,lognormal,199.0,0.09
-W.MUH.2.gab.null.null.0.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,16.0,normal,145.4,19.4,normal,169.0,17.1,normal,183.0,16.5
-W.MUH.2.gab.null.null.0.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,17.5,normal,161.5,18.7,normal,190.5,19.9,normal,212.7,15.6
-W.MUH.2.gab.null.null.0.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,17.9,normal,170.1,21.2,lognormal,202.5,0.12,normal,234.8,20.4
-W.MUH.2.gab.null.null.0.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.7,normal,161.0,17.0,lognormal,174.2,0.09,lognormal,176.7,0.09
-W.MUH.2.gab.null.null.0.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.14,lognormal,133.9,0.12,lognormal,146.8,0.1,normal,149.8,13.4
-W.MUH.2.gab.null.null.0.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,normal,133.0,13.1,lognormal,140.5,0.09,lognormal,141.1,0.09
-W.MUH.2.gab.null.null.0.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,lognormal,144.6,0.12,lognormal,156.7,0.09,lognormal,159.3,0.09
-W.MUH.2.gab.null.null.0.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.0,normal,154.7,16.9,lognormal,168.9,0.1,lognormal,171.7,0.1
-W.MUH.2.gab.null.null.0.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.6,0.15,normal,171.1,18.9,lognormal,181.1,0.1,lognormal,184.5,0.11
-W.MUH.2.gab.null.null.0.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,148.8,15.8,normal,157.9,14.3,normal,158.9,14.4
-W.MUH.2.gab.null.null.0.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,15.8,normal,141.6,16.7,lognormal,150.3,0.1,normal,151.7,14.7
-W.MUH.2.gab.null.null.0.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,157.8,16.4,lognormal,166.9,0.09,lognormal,169.0,0.1
-W.MUH.2.gab.null.null.0.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.0,0.15,normal,166.8,18.4,lognormal,175.4,0.09,lognormal,177.3,0.09
-W.MUH.2.gab.null.null.0.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,150.5,18.6,normal,177.8,20.3,normal,219.0,18.4
-W.MUH.2.gab.null.null.0.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.7,normal,127.6,15.0,lognormal,150.2,0.12,normal,180.2,13.8
-W.MUH.2.gab.null.null.0.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,14.1,normal,124.9,16.1,normal,145.5,15.3,lognormal,164.9,0.08
-W.MUH.2.gab.null.null.0.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.0,normal,136.0,15.8,normal,159.8,16.4,normal,194.0,14.8
-W.MUH.2.gab.null.null.0.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.8,0.15,normal,145.6,17.9,normal,172.1,19.5,normal,207.6,14.4
-W.MUH.2.gab.null.null.0.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.15,normal,154.5,20.8,normal,184.6,22.7,normal,248.7,23.4
-W.MUH.2.gab.null.null.0.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.1,normal,135.6,17.6,normal,164.2,20.8,normal,198.4,15.7
-W.MUH.2.gab.null.null.0.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,14.0,lognormal,127.2,0.15,normal,153.7,20.8,lognormal,181.5,0.09
-W.MUH.2.gab.null.null.0.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.3,normal,144.0,20.0,normal,172.5,22.2,normal,214.8,17.5
-W.MUH.2.gab.null.null.0.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.16,normal,151.0,20.1,normal,181.4,23.7,normal,235.0,19.9
-W.MUH.2.gab.null.null.0.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,149.9,18.2,normal,170.6,16.4,lognormal,176.9,0.09
-W.MUH.2.gab.null.null.0.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.7,normal,127.8,15.4,lognormal,144.3,0.1,normal,149.5,13.6
-W.MUH.2.gab.null.null.0.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.1,0.16,normal,124.5,15.8,normal,138.0,12.2,lognormal,141.3,0.09
-W.MUH.2.gab.null.null.0.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.7,normal,135.9,15.5,normal,154.7,14.8,normal,160.3,14.4
-W.MUH.2.gab.null.null.0.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.15,normal,145.9,18.2,lognormal,165.1,0.1,normal,170.6,15.0
-W.MUH.2.gab.null.null.0.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,154.9,20.8,normal,175.4,17.6,lognormal,183.9,0.1
-W.MUH.2.gab.null.null.0.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,lognormal,136.4,0.15,normal,153.4,15.2,lognormal,158.8,0.09
-W.MUH.2.gab.null.null.0.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,normal,127.0,17.3,normal,145.6,15.7,lognormal,151.7,0.1
-W.MUH.2.gab.null.null.0.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,normal,143.4,19.3,normal,162.9,16.8,lognormal,169.2,0.1
-W.MUH.2.gab.null.null.0.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,normal,150.9,20.0,normal,171.0,16.8,lognormal,177.8,0.09
-W.MUH.2.gab.null.null.0.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.1,normal,161.4,17.1,lognormal,186.0,0.1,normal,214.2,14.6
-W.MUH.2.gab.null.null.0.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.14,normal,134.4,15.6,normal,153.8,16.6,normal,180.4,14.8
-W.MUH.2.gab.null.null.0.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,15.0,normal,134.1,14.2,normal,150.3,13.1,normal,165.6,13.3
-W.MUH.2.gab.null.null.0.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.0,lognormal,146.1,0.13,lognormal,166.6,0.11,normal,194.9,14.8
-W.MUH.2.gab.null.null.0.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,155.6,17.7,normal,178.3,17.3,lognormal,208.0,0.08
-W.MUH.2.gab.null.null.0.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,18.1,normal,175.9,21.8,normal,210.3,25.3,normal,239.8,20.3
-W.MUH.2.gab.null.null.0.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,16.6,normal,152.4,18.6,normal,180.3,17.9,normal,200.2,17.8
-W.MUH.2.gab.null.null.0.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.0,lognormal,146.4,0.15,normal,170.2,18.2,normal,182.8,16.2
-W.MUH.2.gab.null.null.0.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,17.1,normal,162.6,20.0,normal,193.2,20.7,normal,218.0,20.1
-W.MUH.2.gab.null.null.0.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.7,0.15,normal,171.1,21.3,lognormal,203.3,0.13,normal,234.8,20.4
-W.MUH.2.gab.null.null.0.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,17.2,normal,160.2,17.1,normal,174.5,15.3,normal,177.1,15.4
-W.MUH.2.gab.null.null.0.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,133.5,0.12,normal,146.2,13.1,lognormal,149.3,0.09
-W.MUH.2.gab.null.null.0.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,14.9,normal,133.0,13.2,normal,140.1,11.5,lognormal,140.9,0.09
-W.MUH.2.gab.null.null.0.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.4,lognormal,144.3,0.12,normal,156.7,13.5,normal,159.9,14.0
-W.MUH.2.gab.null.null.0.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,16.6,normal,154.5,16.2,normal,168.2,14.9,lognormal,170.7,0.09
-W.MUH.2.gab.null.null.0.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,172.2,19.7,lognormal,181.3,0.09,lognormal,183.5,0.1
-W.MUH.2.gab.null.null.0.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.0,normal,148.9,15.6,lognormal,158.5,0.1,lognormal,159.6,0.1
-W.MUH.2.gab.null.null.0.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.1,normal,141.8,17.0,normal,150.7,14.7,lognormal,153.0,0.11
-W.MUH.2.gab.null.null.0.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.8,0.15,normal,157.7,16.8,lognormal,167.7,0.1,lognormal,169.2,0.1
-W.MUH.2.gab.null.null.0.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.0,normal,167.5,18.7,lognormal,176.4,0.09,normal,178.1,15.8
-W.MUH.2.gab.null.null.1.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.4,16.1,normal,160.9,15.4,normal,198.2,21.0
-W.MUH.2.gab.null.null.1.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.2,0.14,lognormal,122.8,0.12,lognormal,138.8,0.1,lognormal,170.0,0.1
-W.MUH.2.gab.null.null.1.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,13.9,lognormal,117.3,0.13,normal,131.8,12.9,normal,157.0,14.2
-W.MUH.2.gab.null.null.1.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.6,normal,130.6,14.5,lognormal,148.2,0.1,lognormal,180.4,0.1
-W.MUH.2.gab.null.null.1.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.9,normal,137.9,15.6,normal,156.9,15.1,normal,190.8,18.3
-W.MUH.2.gab.null.null.1.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,16.8,lognormal,144.3,0.13,normal,164.8,17.9,lognormal,199.3,0.11
-W.MUH.2.gab.null.null.1.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.4,0.15,lognormal,127.0,0.13,lognormal,145.0,0.12,lognormal,177.2,0.12
-W.MUH.2.gab.null.null.1.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.2,0.16,lognormal,118.4,0.14,lognormal,135.2,0.12,normal,163.6,16.0
-W.MUH.2.gab.null.null.1.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,134.2,0.14,lognormal,152.9,0.11,lognormal,187.1,0.12
-W.MUH.2.gab.null.null.1.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,lognormal,140.4,0.13,normal,161.0,18.3,lognormal,194.5,0.11
-W.MUH.2.gab.null.null.1.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.15,normal,142.7,16.2,normal,161.5,15.6,lognormal,176.0,0.09
-W.MUH.2.gab.null.null.1.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,lognormal,122.5,0.12,lognormal,138.4,0.1,lognormal,149.8,0.1
-W.MUH.2.gab.null.null.1.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.4,0.15,lognormal,117.0,0.13,lognormal,131.9,0.11,lognormal,141.6,0.09
-W.MUH.2.gab.null.null.1.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,14.6,normal,130.6,14.7,lognormal,148.2,0.1,lognormal,159.8,0.09
-W.MUH.2.gab.null.null.1.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,lognormal,137.9,0.12,normal,156.2,15.2,lognormal,169.7,0.09
-W.MUH.2.gab.null.null.1.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,lognormal,143.9,0.13,lognormal,164.0,0.11,lognormal,183.5,0.1
-W.MUH.2.gab.null.null.1.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,14.9,lognormal,127.2,0.13,lognormal,144.4,0.12,normal,159.9,14.3
-W.MUH.2.gab.null.null.1.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,14.0,lognormal,118.4,0.14,normal,134.1,14.3,lognormal,151.2,0.1
-W.MUH.2.gab.null.null.1.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.15,lognormal,134.4,0.14,normal,151.4,14.9,lognormal,169.3,0.1
-W.MUH.2.gab.null.null.1.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.0,normal,139.4,16.2,lognormal,160.1,0.12,lognormal,178.0,0.1
-W.MUH.2.gab.null.null.1.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.14,normal,161.2,16.9,normal,187.3,18.8,normal,216.4,15.5
-W.MUH.2.gab.null.null.1.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.2,lognormal,134.0,0.13,normal,153.7,16.7,lognormal,181.4,0.09
-W.MUH.2.gab.null.null.1.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.1,normal,133.6,13.7,normal,149.8,12.9,normal,164.7,13.3
-W.MUH.2.gab.null.null.1.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.4,lognormal,145.5,0.13,lognormal,165.3,0.1,normal,194.1,15.3
-W.MUH.2.gab.null.null.1.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,16.0,normal,155.7,17.2,normal,177.9,16.4,lognormal,210.6,0.09
-W.MUH.2.gab.null.null.1.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.1,0.15,normal,175.9,22.3,lognormal,211.0,0.14,normal,249.2,22.0
-W.MUH.2.gab.null.null.1.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,152.7,18.7,normal,180.4,19.1,lognormal,199.0,0.09
-W.MUH.2.gab.null.null.1.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,16.0,normal,145.4,19.4,normal,169.0,17.1,normal,183.0,16.5
-W.MUH.2.gab.null.null.1.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,17.5,normal,161.5,18.7,normal,190.5,19.9,normal,212.7,15.6
-W.MUH.2.gab.null.null.1.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,17.9,normal,170.1,21.2,lognormal,202.5,0.12,normal,234.8,20.4
-W.MUH.2.gab.null.null.1.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.7,normal,161.0,17.0,lognormal,174.2,0.09,lognormal,176.7,0.09
-W.MUH.2.gab.null.null.1.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.14,lognormal,133.9,0.12,lognormal,146.8,0.1,normal,149.8,13.4
-W.MUH.2.gab.null.null.1.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,normal,133.0,13.1,lognormal,140.5,0.09,lognormal,141.1,0.09
-W.MUH.2.gab.null.null.1.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,lognormal,144.6,0.12,lognormal,156.7,0.09,lognormal,159.3,0.09
-W.MUH.2.gab.null.null.1.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.0,normal,154.7,16.9,lognormal,168.9,0.1,lognormal,171.7,0.1
-W.MUH.2.gab.null.null.1.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.6,0.15,normal,171.1,18.9,lognormal,181.1,0.1,lognormal,184.5,0.11
-W.MUH.2.gab.null.null.1.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,148.8,15.8,normal,157.9,14.3,normal,158.9,14.4
-W.MUH.2.gab.null.null.1.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,15.8,normal,141.6,16.7,lognormal,150.3,0.1,normal,151.7,14.7
-W.MUH.2.gab.null.null.1.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,157.8,16.4,lognormal,166.9,0.09,lognormal,169.0,0.1
-W.MUH.2.gab.null.null.1.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.0,0.15,normal,166.8,18.4,lognormal,175.4,0.09,lognormal,177.3,0.09
-W.MUH.2.gab.null.null.1.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,150.5,18.6,normal,177.8,20.3,normal,219.0,18.4
-W.MUH.2.gab.null.null.1.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.7,normal,127.6,15.0,lognormal,150.2,0.12,normal,180.2,13.8
-W.MUH.2.gab.null.null.1.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,14.1,normal,124.9,16.1,normal,145.5,15.3,lognormal,164.9,0.08
-W.MUH.2.gab.null.null.1.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.0,normal,136.0,15.8,normal,159.8,16.4,normal,194.0,14.8
-W.MUH.2.gab.null.null.1.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.8,0.15,normal,145.6,17.9,normal,172.1,19.5,normal,207.6,14.4
-W.MUH.2.gab.null.null.1.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.15,normal,154.5,20.8,normal,184.6,22.7,normal,248.7,23.4
-W.MUH.2.gab.null.null.1.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.1,normal,135.6,17.6,normal,164.2,20.8,normal,198.4,15.7
-W.MUH.2.gab.null.null.1.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,14.0,lognormal,127.2,0.15,normal,153.7,20.8,lognormal,181.5,0.09
-W.MUH.2.gab.null.null.1.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.3,normal,144.0,20.0,normal,172.5,22.2,normal,214.8,17.5
-W.MUH.2.gab.null.null.1.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.16,normal,151.0,20.1,normal,181.4,23.7,normal,235.0,19.9
-W.MUH.2.gab.null.null.1.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,149.9,18.2,normal,170.6,16.4,lognormal,176.9,0.09
-W.MUH.2.gab.null.null.1.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.7,normal,127.8,15.4,lognormal,144.3,0.1,normal,149.5,13.6
-W.MUH.2.gab.null.null.1.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.1,0.16,normal,124.5,15.8,normal,138.0,12.2,lognormal,141.3,0.09
-W.MUH.2.gab.null.null.1.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.7,normal,135.9,15.5,normal,154.7,14.8,normal,160.3,14.4
-W.MUH.2.gab.null.null.1.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.15,normal,145.9,18.2,lognormal,165.1,0.1,normal,170.6,15.0
-W.MUH.2.gab.null.null.1.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,154.9,20.8,normal,175.4,17.6,lognormal,183.9,0.1
-W.MUH.2.gab.null.null.1.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,lognormal,136.4,0.15,normal,153.4,15.2,lognormal,158.8,0.09
-W.MUH.2.gab.null.null.1.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,normal,127.0,17.3,normal,145.6,15.7,lognormal,151.7,0.1
-W.MUH.2.gab.null.null.1.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,normal,143.4,19.3,normal,162.9,16.8,lognormal,169.2,0.1
-W.MUH.2.gab.null.null.1.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,normal,150.9,20.0,normal,171.0,16.8,lognormal,177.8,0.09
-W.MUH.2.gab.null.null.1.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.1,normal,161.4,17.1,lognormal,186.0,0.1,normal,214.2,14.6
-W.MUH.2.gab.null.null.1.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.14,normal,134.4,15.6,normal,153.8,16.6,normal,180.4,14.8
-W.MUH.2.gab.null.null.1.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,15.0,normal,134.1,14.2,normal,150.3,13.1,normal,165.6,13.3
-W.MUH.2.gab.null.null.1.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.0,lognormal,146.1,0.13,lognormal,166.6,0.11,normal,194.9,14.8
-W.MUH.2.gab.null.null.1.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,155.6,17.7,normal,178.3,17.3,lognormal,208.0,0.08
-W.MUH.2.gab.null.null.1.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,18.1,normal,175.9,21.8,normal,210.3,25.3,normal,239.8,20.3
-W.MUH.2.gab.null.null.1.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,16.6,normal,152.4,18.6,normal,180.3,17.9,normal,200.2,17.8
-W.MUH.2.gab.null.null.1.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.0,lognormal,146.4,0.15,normal,170.2,18.2,normal,182.8,16.2
-W.MUH.2.gab.null.null.1.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,17.1,normal,162.6,20.0,normal,193.2,20.7,normal,218.0,20.1
-W.MUH.2.gab.null.null.1.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.7,0.15,normal,171.1,21.3,lognormal,203.3,0.13,normal,234.8,20.4
-W.MUH.2.gab.null.null.1.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,17.2,normal,160.2,17.1,normal,174.5,15.3,normal,177.1,15.4
-W.MUH.2.gab.null.null.1.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,133.5,0.12,normal,146.2,13.1,lognormal,149.3,0.09
-W.MUH.2.gab.null.null.1.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,14.9,normal,133.0,13.2,normal,140.1,11.5,lognormal,140.9,0.09
-W.MUH.2.gab.null.null.1.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.4,lognormal,144.3,0.12,normal,156.7,13.5,normal,159.9,14.0
-W.MUH.2.gab.null.null.1.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,16.6,normal,154.5,16.2,normal,168.2,14.9,lognormal,170.7,0.09
-W.MUH.2.gab.null.null.1.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,172.2,19.7,lognormal,181.3,0.09,lognormal,183.5,0.1
-W.MUH.2.gab.null.null.1.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.0,normal,148.9,15.6,lognormal,158.5,0.1,lognormal,159.6,0.1
-W.MUH.2.gab.null.null.1.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.1,normal,141.8,17.0,normal,150.7,14.7,lognormal,153.0,0.11
-W.MUH.2.gab.null.null.1.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.8,0.15,normal,157.7,16.8,lognormal,167.7,0.1,lognormal,169.2,0.1
-W.MUH.2.gab.null.null.1.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.0,normal,167.5,18.7,lognormal,176.4,0.09,normal,178.1,15.8
-W.MUH.2.hip.null.null.0.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.6,0.14,normal,153.1,17.4,normal,173.2,16.9,normal,212.1,16.6
-W.MUH.2.hip.null.null.0.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.4,0.14,normal,128.8,13.9,lognormal,147.6,0.11,lognormal,178.5,0.09
-W.MUH.2.hip.null.null.0.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.3,normal,126.3,14.7,lognormal,140.1,0.1,normal,162.9,13.3
-W.MUH.2.hip.null.null.0.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.14,normal,138.3,15.2,normal,156.7,14.4,normal,193.5,16.7
-W.MUH.2.hip.null.null.0.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.2,normal,147.6,16.3,normal,167.7,16.5,normal,205.5,15.8
-W.MUH.2.hip.null.null.0.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,17.9,normal,157.2,19.1,lognormal,179.8,0.12,normal,223.3,20.7
-W.MUH.2.hip.null.null.0.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.3,normal,138.2,17.2,normal,156.6,15.9,normal,192.2,18.1
-W.MUH.2.hip.null.null.0.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.7,normal,128.9,15.9,lognormal,147.9,0.12,normal,177.6,15.7
-W.MUH.2.hip.null.null.0.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,normal,145.4,18.0,lognormal,165.4,0.11,normal,202.2,16.0
-W.MUH.2.hip.null.null.0.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,18.0,normal,153.2,18.8,normal,175.1,19.3,lognormal,215.4,0.09
-W.MUH.2.hip.null.null.0.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.8,normal,152.1,17.0,normal,173.4,16.4,lognormal,186.1,0.08
-W.MUH.2.hip.null.null.0.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.6,0.14,lognormal,129.4,0.12,normal,146.8,14.2,lognormal,158.9,0.09
-W.MUH.2.hip.null.null.0.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.3,normal,126.1,15.1,normal,140.0,12.9,normal,148.9,12.0
-W.MUH.2.hip.null.null.0.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.2,15.6,normal,156.9,15.0,lognormal,169.6,0.09
-W.MUH.2.hip.null.null.0.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,normal,148.2,17.0,lognormal,167.3,0.1,normal,180.1,14.1
-W.MUH.2.hip.null.null.0.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.3,0.15,normal,157.6,19.7,normal,179.2,18.6,lognormal,194.5,0.09
-W.MUH.2.hip.null.null.0.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,138.3,17.3,normal,155.4,14.8,lognormal,168.9,0.1
-W.MUH.2.hip.null.null.0.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.6,normal,128.6,16.4,normal,147.7,17.1,normal,159.6,14.3
-W.MUH.2.hip.null.null.0.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.8,0.15,lognormal,147.0,0.14,normal,164.6,16.0,lognormal,179.4,0.1
-W.MUH.2.hip.null.null.0.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.4,normal,153.4,18.9,normal,173.5,18.3,lognormal,189.8,0.1
-W.MUH.2.hip.null.null.0.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.14,normal,166.2,18.9,normal,189.7,17.9,normal,237.0,25.1
-W.MUH.2.hip.null.null.0.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,136.3,0.13,normal,157.0,17.0,normal,188.8,15.7
-W.MUH.2.hip.null.null.0.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.6,lognormal,138.1,0.11,normal,153.6,13.5,lognormal,171.0,0.09
-W.MUH.2.hip.null.null.0.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.6,0.13,lognormal,148.3,0.13,lognormal,170.1,0.12,normal,203.8,16.6
-W.MUH.2.hip.null.null.0.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.13,lognormal,159.1,0.12,normal,181.8,17.5,normal,218.0,17.0
-W.MUH.2.hip.null.null.0.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.0,19.9,normal,184.0,23.8,normal,222.3,30.2,lognormal,250.0,0.08
-W.MUH.2.hip.null.null.0.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.3,0.15,normal,157.1,18.0,normal,184.6,20.0,normal,207.9,18.5
-W.MUH.2.hip.null.null.0.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,16.8,normal,151.9,20.0,normal,173.1,19.0,normal,185.4,16.8
-W.MUH.2.hip.null.null.0.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,18.2,lognormal,168.0,0.13,normal,199.4,24.0,normal,219.2,14.1
-W.MUH.2.hip.null.null.0.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,19.1,normal,178.2,21.4,lognormal,212.8,0.14,lognormal,250.0,0.1
-W.MUH.2.hip.null.null.0.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,17.8,lognormal,165.3,0.12,lognormal,182.9,0.1,lognormal,187.7,0.09
-W.MUH.2.hip.null.null.0.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.2,0.14,lognormal,136.5,0.13,normal,152.8,14.6,normal,158.3,12.9
-W.MUH.2.hip.null.null.0.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.8,normal,137.3,13.7,normal,146.6,11.7,normal,148.5,12.2
-W.MUH.2.hip.null.null.0.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.0,lognormal,148.3,0.13,lognormal,163.6,0.1,lognormal,169.8,0.09
-W.MUH.2.hip.null.null.0.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.4,lognormal,158.5,0.12,normal,175.0,14.6,normal,180.0,14.3
-W.MUH.2.hip.null.null.0.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.5,normal,180.5,20.4,lognormal,193.7,0.11,lognormal,198.2,0.11
-W.MUH.2.hip.null.null.0.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,16.7,normal,155.5,17.3,lognormal,165.7,0.09,lognormal,168.9,0.1
-W.MUH.2.hip.null.null.0.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.9,normal,148.4,17.5,normal,156.6,13.9,normal,159.2,14.3
-W.MUH.2.hip.null.null.0.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,17.9,normal,164.3,17.4,lognormal,175.6,0.1,lognormal,178.5,0.1
-W.MUH.2.hip.null.null.0.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,18.5,normal,174.2,19.2,normal,185.8,16.6,lognormal,189.9,0.1
-W.MUH.2.hip.null.null.0.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.9,normal,155.3,17.9,normal,179.7,18.3,normal,226.0,17.3
-W.MUH.2.hip.null.null.0.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.2,0.14,normal,130.8,15.0,normal,151.9,16.2,normal,187.8,17.0
-W.MUH.2.hip.null.null.0.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,14.0,normal,128.6,15.3,normal,147.5,15.4,normal,170.3,13.7
-W.MUH.2.hip.null.null.0.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.14,normal,140.0,16.2,lognormal,162.7,0.11,normal,203.1,18.0
-W.MUH.2.hip.null.null.0.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.9,lognormal,150.3,0.13,normal,175.0,19.5,lognormal,226.5,0.11
-W.MUH.2.hip.null.null.0.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.5,normal,161.3,20.8,normal,190.1,25.0,normal,250.0,20.0
-W.MUH.2.hip.null.null.0.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,lognormal,141.7,0.15,normal,167.4,21.6,normal,208.4,18.0
-W.MUH.2.hip.null.null.0.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.2,0.16,lognormal,132.7,0.15,normal,156.2,20.4,lognormal,186.7,0.1
-W.MUH.2.hip.null.null.0.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,lognormal,150.0,0.15,normal,177.3,23.0,normal,233.8,22.4
-W.MUH.2.hip.null.null.0.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.6,0.15,normal,157.5,20.9,normal,183.7,23.2,normal,249.9,20.3
-W.MUH.2.hip.null.null.0.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.7,normal,155.1,18.0,normal,177.1,17.4,lognormal,188.1,0.09
-W.MUH.2.hip.null.null.0.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.9,normal,130.9,15.3,normal,149.3,14.9,lognormal,158.0,0.09
-W.MUH.2.hip.null.null.0.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.4,normal,128.9,15.8,normal,143.7,13.7,normal,148.9,12.1
-W.MUH.2.hip.null.null.0.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,15.2,normal,139.9,16.2,normal,159.8,15.5,lognormal,169.6,0.09
-W.MUH.2.hip.null.null.0.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.2,normal,150.0,17.2,lognormal,171.8,0.11,normal,180.6,14.7
-W.MUH.2.hip.null.null.0.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,17.4,lognormal,162.3,0.15,normal,182.8,19.3,lognormal,193.0,0.09
-W.MUH.2.hip.null.null.0.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.6,normal,140.9,18.1,normal,159.7,16.7,lognormal,169.0,0.1
-W.MUH.2.hip.null.null.0.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.5,normal,132.6,18.1,normal,150.7,16.9,lognormal,159.8,0.1
-W.MUH.2.hip.null.null.0.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.15,lognormal,150.1,0.15,normal,169.6,17.9,lognormal,179.3,0.09
-W.MUH.2.hip.null.null.0.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.0,lognormal,158.4,0.15,normal,177.0,18.3,lognormal,188.3,0.1
-W.MUH.2.hip.null.null.0.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.14,lognormal,166.3,0.12,normal,191.9,20.4,normal,228.0,20.4
-W.MUH.2.hip.null.null.0.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.14,normal,136.0,15.5,normal,156.6,16.9,normal,187.8,15.9
-W.MUH.2.hip.null.null.0.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.3,normal,138.2,14.5,lognormal,153.6,0.09,normal,170.3,13.6
-W.MUH.2.hip.null.null.0.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,15.8,lognormal,148.2,0.13,lognormal,171.0,0.12,normal,203.3,16.7
-W.MUH.2.hip.null.null.0.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.0,0.13,normal,159.0,17.9,normal,182.8,18.4,normal,217.3,18.0
-W.MUH.2.hip.null.null.0.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.4,0.15,normal,182.0,22.1,lognormal,217.9,0.15,lognormal,250.0,0.08
-W.MUH.2.hip.null.null.0.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.0,normal,156.8,17.4,normal,184.2,19.7,normal,207.1,16.2
-W.MUH.2.hip.null.null.0.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,16.9,normal,151.4,19.8,normal,172.1,18.2,lognormal,186.1,0.1
-W.MUH.2.hip.null.null.0.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.2,normal,166.6,18.7,normal,195.6,19.4,normal,233.9,22.1
-W.MUH.2.hip.null.null.0.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.6,0.15,lognormal,178.5,0.14,normal,209.1,25.2,normal,249.2,22.1
-W.MUH.2.hip.null.null.0.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.14,lognormal,165.4,0.12,normal,181.5,14.9,lognormal,187.4,0.09
-W.MUH.2.hip.null.null.0.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.14,lognormal,136.8,0.13,normal,153.0,14.5,normal,158.7,13.1
-W.MUH.2.hip.null.null.0.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.4,normal,137.7,14.4,normal,146.7,11.7,lognormal,148.8,0.09
-W.MUH.2.hip.null.null.0.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,164.1,0.1,lognormal,170.1,0.09
-W.MUH.2.hip.null.null.0.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,16.4,normal,158.4,17.7,normal,174.9,14.5,normal,180.4,14.4
-W.MUH.2.hip.null.null.0.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.3,19.9,normal,179.6,19.5,lognormal,192.6,0.1,lognormal,195.5,0.1
-W.MUH.2.hip.null.null.0.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,16.9,normal,155.3,16.8,lognormal,165.6,0.09,normal,168.2,15.0
-W.MUH.2.hip.null.null.0.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.15,normal,148.1,17.3,lognormal,156.9,0.1,lognormal,159.2,0.1
-W.MUH.2.hip.null.null.0.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.14,normal,165.2,17.9,lognormal,175.5,0.09,lognormal,178.0,0.09
-W.MUH.2.hip.null.null.0.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.7,0.14,normal,174.6,19.3,normal,185.8,16.3,lognormal,190.1,0.1
-W.MUH.2.hip.null.null.1.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.6,0.14,normal,153.1,17.4,normal,173.2,16.9,normal,212.1,16.6
-W.MUH.2.hip.null.null.1.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.4,0.14,normal,128.8,13.9,lognormal,147.6,0.11,lognormal,178.5,0.09
-W.MUH.2.hip.null.null.1.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.3,normal,126.3,14.7,lognormal,140.1,0.1,normal,162.9,13.3
-W.MUH.2.hip.null.null.1.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.14,normal,138.3,15.2,normal,156.7,14.4,normal,193.5,16.7
-W.MUH.2.hip.null.null.1.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.2,normal,147.6,16.3,normal,167.7,16.5,normal,205.5,15.8
-W.MUH.2.hip.null.null.1.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,17.9,normal,157.2,19.1,lognormal,179.8,0.12,normal,223.3,20.7
-W.MUH.2.hip.null.null.1.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.3,normal,138.2,17.2,normal,156.6,15.9,normal,192.2,18.1
-W.MUH.2.hip.null.null.1.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.7,normal,128.9,15.9,lognormal,147.9,0.12,normal,177.6,15.7
-W.MUH.2.hip.null.null.1.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,normal,145.4,18.0,lognormal,165.4,0.11,normal,202.2,16.0
-W.MUH.2.hip.null.null.1.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,18.0,normal,153.2,18.8,normal,175.1,19.3,lognormal,215.4,0.09
-W.MUH.2.hip.null.null.1.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.8,normal,152.1,17.0,normal,173.4,16.4,lognormal,186.1,0.08
-W.MUH.2.hip.null.null.1.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.6,0.14,lognormal,129.4,0.12,normal,146.8,14.2,lognormal,158.9,0.09
-W.MUH.2.hip.null.null.1.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.3,normal,126.1,15.1,normal,140.0,12.9,normal,148.9,12.0
-W.MUH.2.hip.null.null.1.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.2,15.6,normal,156.9,15.0,lognormal,169.6,0.09
-W.MUH.2.hip.null.null.1.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,normal,148.2,17.0,lognormal,167.3,0.1,normal,180.1,14.1
-W.MUH.2.hip.null.null.1.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.3,0.15,normal,157.6,19.7,normal,179.2,18.6,lognormal,194.5,0.09
-W.MUH.2.hip.null.null.1.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,138.3,17.3,normal,155.4,14.8,lognormal,168.9,0.1
-W.MUH.2.hip.null.null.1.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.6,normal,128.6,16.4,normal,147.7,17.1,normal,159.6,14.3
-W.MUH.2.hip.null.null.1.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.8,0.15,lognormal,147.0,0.14,normal,164.6,16.0,lognormal,179.4,0.1
-W.MUH.2.hip.null.null.1.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.4,normal,153.4,18.9,normal,173.5,18.3,lognormal,189.8,0.1
-W.MUH.2.hip.null.null.1.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.14,normal,166.2,18.9,normal,189.7,17.9,normal,237.0,25.1
-W.MUH.2.hip.null.null.1.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,136.3,0.13,normal,157.0,17.0,normal,188.8,15.7
-W.MUH.2.hip.null.null.1.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.6,lognormal,138.1,0.11,normal,153.6,13.5,lognormal,171.0,0.09
-W.MUH.2.hip.null.null.1.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.6,0.13,lognormal,148.3,0.13,lognormal,170.1,0.12,normal,203.8,16.6
-W.MUH.2.hip.null.null.1.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.13,lognormal,159.1,0.12,normal,181.8,17.5,normal,218.0,17.0
-W.MUH.2.hip.null.null.1.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.0,19.9,normal,184.0,23.8,normal,222.3,30.2,lognormal,250.0,0.08
-W.MUH.2.hip.null.null.1.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.3,0.15,normal,157.1,18.0,normal,184.6,20.0,normal,207.9,18.5
-W.MUH.2.hip.null.null.1.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,16.8,normal,151.9,20.0,normal,173.1,19.0,normal,185.4,16.8
-W.MUH.2.hip.null.null.1.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,18.2,lognormal,168.0,0.13,normal,199.4,24.0,normal,219.2,14.1
-W.MUH.2.hip.null.null.1.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,19.1,normal,178.2,21.4,lognormal,212.8,0.14,lognormal,250.0,0.1
-W.MUH.2.hip.null.null.1.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,17.8,lognormal,165.3,0.12,lognormal,182.9,0.1,lognormal,187.7,0.09
-W.MUH.2.hip.null.null.1.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.2,0.14,lognormal,136.5,0.13,normal,152.8,14.6,normal,158.3,12.9
-W.MUH.2.hip.null.null.1.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.8,normal,137.3,13.7,normal,146.6,11.7,normal,148.5,12.2
-W.MUH.2.hip.null.null.1.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.0,lognormal,148.3,0.13,lognormal,163.6,0.1,lognormal,169.8,0.09
-W.MUH.2.hip.null.null.1.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.4,lognormal,158.5,0.12,normal,175.0,14.6,normal,180.0,14.3
-W.MUH.2.hip.null.null.1.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.5,normal,180.5,20.4,lognormal,193.7,0.11,lognormal,198.2,0.11
-W.MUH.2.hip.null.null.1.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,16.7,normal,155.5,17.3,lognormal,165.7,0.09,lognormal,168.9,0.1
-W.MUH.2.hip.null.null.1.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.9,normal,148.4,17.5,normal,156.6,13.9,normal,159.2,14.3
-W.MUH.2.hip.null.null.1.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,17.9,normal,164.3,17.4,lognormal,175.6,0.1,lognormal,178.5,0.1
-W.MUH.2.hip.null.null.1.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,18.5,normal,174.2,19.2,normal,185.8,16.6,lognormal,189.9,0.1
-W.MUH.2.hip.null.null.1.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.9,normal,155.3,17.9,normal,179.7,18.3,normal,226.0,17.3
-W.MUH.2.hip.null.null.1.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.2,0.14,normal,130.8,15.0,normal,151.9,16.2,normal,187.8,17.0
-W.MUH.2.hip.null.null.1.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,14.0,normal,128.6,15.3,normal,147.5,15.4,normal,170.3,13.7
-W.MUH.2.hip.null.null.1.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.14,normal,140.0,16.2,lognormal,162.7,0.11,normal,203.1,18.0
-W.MUH.2.hip.null.null.1.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.9,lognormal,150.3,0.13,normal,175.0,19.5,lognormal,226.5,0.11
-W.MUH.2.hip.null.null.1.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.5,normal,161.3,20.8,normal,190.1,25.0,normal,250.0,20.0
-W.MUH.2.hip.null.null.1.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,lognormal,141.7,0.15,normal,167.4,21.6,normal,208.4,18.0
-W.MUH.2.hip.null.null.1.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.2,0.16,lognormal,132.7,0.15,normal,156.2,20.4,lognormal,186.7,0.1
-W.MUH.2.hip.null.null.1.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,lognormal,150.0,0.15,normal,177.3,23.0,normal,233.8,22.4
-W.MUH.2.hip.null.null.1.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.6,0.15,normal,157.5,20.9,normal,183.7,23.2,normal,249.9,20.3
-W.MUH.2.hip.null.null.1.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.7,normal,155.1,18.0,normal,177.1,17.4,lognormal,188.1,0.09
-W.MUH.2.hip.null.null.1.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.9,normal,130.9,15.3,normal,149.3,14.9,lognormal,158.0,0.09
-W.MUH.2.hip.null.null.1.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.4,normal,128.9,15.8,normal,143.7,13.7,normal,148.9,12.1
-W.MUH.2.hip.null.null.1.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,15.2,normal,139.9,16.2,normal,159.8,15.5,lognormal,169.6,0.09
-W.MUH.2.hip.null.null.1.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.2,normal,150.0,17.2,lognormal,171.8,0.11,normal,180.6,14.7
-W.MUH.2.hip.null.null.1.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,17.4,lognormal,162.3,0.15,normal,182.8,19.3,lognormal,193.0,0.09
-W.MUH.2.hip.null.null.1.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.6,normal,140.9,18.1,normal,159.7,16.7,lognormal,169.0,0.1
-W.MUH.2.hip.null.null.1.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.5,normal,132.6,18.1,normal,150.7,16.9,lognormal,159.8,0.1
-W.MUH.2.hip.null.null.1.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.15,lognormal,150.1,0.15,normal,169.6,17.9,lognormal,179.3,0.09
-W.MUH.2.hip.null.null.1.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.0,lognormal,158.4,0.15,normal,177.0,18.3,lognormal,188.3,0.1
-W.MUH.2.hip.null.null.1.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.14,lognormal,166.3,0.12,normal,191.9,20.4,normal,228.0,20.4
-W.MUH.2.hip.null.null.1.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.14,normal,136.0,15.5,normal,156.6,16.9,normal,187.8,15.9
-W.MUH.2.hip.null.null.1.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.3,normal,138.2,14.5,lognormal,153.6,0.09,normal,170.3,13.6
-W.MUH.2.hip.null.null.1.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,15.8,lognormal,148.2,0.13,lognormal,171.0,0.12,normal,203.3,16.7
-W.MUH.2.hip.null.null.1.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.0,0.13,normal,159.0,17.9,normal,182.8,18.4,normal,217.3,18.0
-W.MUH.2.hip.null.null.1.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.4,0.15,normal,182.0,22.1,lognormal,217.9,0.15,lognormal,250.0,0.08
-W.MUH.2.hip.null.null.1.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.0,normal,156.8,17.4,normal,184.2,19.7,normal,207.1,16.2
-W.MUH.2.hip.null.null.1.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,16.9,normal,151.4,19.8,normal,172.1,18.2,lognormal,186.1,0.1
-W.MUH.2.hip.null.null.1.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.2,normal,166.6,18.7,normal,195.6,19.4,normal,233.9,22.1
-W.MUH.2.hip.null.null.1.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.6,0.15,lognormal,178.5,0.14,normal,209.1,25.2,normal,249.2,22.1
-W.MUH.2.hip.null.null.1.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.14,lognormal,165.4,0.12,normal,181.5,14.9,lognormal,187.4,0.09
-W.MUH.2.hip.null.null.1.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.14,lognormal,136.8,0.13,normal,153.0,14.5,normal,158.7,13.1
-W.MUH.2.hip.null.null.1.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.4,normal,137.7,14.4,normal,146.7,11.7,lognormal,148.8,0.09
-W.MUH.2.hip.null.null.1.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,164.1,0.1,lognormal,170.1,0.09
-W.MUH.2.hip.null.null.1.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,16.4,normal,158.4,17.7,normal,174.9,14.5,normal,180.4,14.4
-W.MUH.2.hip.null.null.1.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.3,19.9,normal,179.6,19.5,lognormal,192.6,0.1,lognormal,195.5,0.1
-W.MUH.2.hip.null.null.1.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,16.9,normal,155.3,16.8,lognormal,165.6,0.09,normal,168.2,15.0
-W.MUH.2.hip.null.null.1.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.15,normal,148.1,17.3,lognormal,156.9,0.1,lognormal,159.2,0.1
-W.MUH.2.hip.null.null.1.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.14,normal,165.2,17.9,lognormal,175.5,0.09,lognormal,178.0,0.09
-W.MUH.2.hip.null.null.1.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.7,0.14,normal,174.6,19.3,normal,185.8,16.3,lognormal,190.1,0.1
-W.MUH.3.flt.bur.god.null.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.9,21.0,normal,153.2,17.7,normal,179.0,17.3,lognormal,224.1,0.1
-W.MUH.3.flt.bur.god.null.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,17.7,normal,129.4,14.9,lognormal,149.0,0.11,normal,180.7,15.5
-W.MUH.3.flt.bur.god.null.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.7,normal,126.4,16.6,normal,143.7,14.1,lognormal,165.4,0.09
-W.MUH.3.flt.bur.god.null.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.2,17.9,normal,139.1,16.4,normal,159.6,15.3,normal,196.9,17.6
-W.MUH.3.flt.bur.god.null.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,20.1,lognormal,149.4,0.13,lognormal,173.2,0.11,normal,211.4,17.6
-W.MUH.3.flt.bur.god.null.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.7,24.2,lognormal,159.8,0.15,normal,186.4,19.5,normal,247.6,26.2
-W.MUH.3.flt.bur.god.null.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,20.9,normal,139.4,18.8,normal,160.5,16.0,normal,197.9,18.0
-W.MUH.3.flt.bur.god.null.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.0,20.4,lognormal,129.1,0.16,lognormal,153.3,0.13,lognormal,189.3,0.11
-W.MUH.3.flt.bur.god.null.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,21.5,lognormal,148.1,0.15,lognormal,171.7,0.11,lognormal,212.6,0.1
-W.MUH.3.flt.bur.god.null.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,22.7,normal,156.0,20.9,lognormal,182.6,0.12,lognormal,222.0,0.08
-W.MUH.3.flt.bur.god.null.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.7,21.5,normal,153.9,18.1,normal,178.2,17.1,lognormal,203.3,0.1
-W.MUH.3.flt.bur.god.null.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,17.6,normal,129.3,14.9,lognormal,149.9,0.11,lognormal,165.9,0.1
-W.MUH.3.flt.bur.god.null.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,18.4,normal,126.4,16.3,lognormal,143.4,0.11,normal,156.6,13.9
-W.MUH.3.flt.bur.god.null.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,18.4,lognormal,139.3,0.13,normal,160.4,15.4,lognormal,180.8,0.1
-W.MUH.3.flt.bur.god.null.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,20.1,normal,149.6,18.5,lognormal,173.3,0.11,normal,195.2,18.7
-W.MUH.3.flt.bur.god.null.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.5,24.2,normal,159.3,21.2,lognormal,187.9,0.11,normal,213.7,18.1
-W.MUH.3.flt.bur.god.null.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,21.3,normal,139.1,18.4,normal,161.5,17.0,lognormal,183.0,0.1
-W.MUH.3.flt.bur.god.null.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.1,20.6,normal,128.7,18.2,lognormal,152.6,0.13,lognormal,175.9,0.11
-W.MUH.3.flt.bur.god.null.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.9,21.7,normal,146.5,19.3,normal,171.9,17.4,lognormal,198.5,0.11
-W.MUH.3.flt.bur.god.null.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,144.8,23.3,lognormal,156.2,0.15,normal,182.4,19.5,normal,205.5,16.9
-W.MUH.3.flt.bur.god.null.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.7,22.1,lognormal,171.1,0.13,normal,198.3,21.4,normal,247.7,26.1
-W.MUH.3.flt.bur.god.null.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.6,lognormal,138.7,0.14,lognormal,162.5,0.14,normal,195.4,16.4
-W.MUH.3.flt.bur.god.null.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,19.9,normal,144.4,16.4,normal,160.6,14.1,normal,175.9,14.1
-W.MUH.3.flt.bur.god.null.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,18.9,lognormal,150.7,0.14,lognormal,175.5,0.14,lognormal,215.5,0.11
-W.MUH.3.flt.bur.god.null.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,20.4,lognormal,163.1,0.14,lognormal,190.1,0.13,normal,223.0,15.8
-W.MUH.3.flt.bur.god.null.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.0,25.8,normal,193.9,24.1,normal,227.1,22.0,lognormal,250.0,0.07
-W.MUH.3.flt.bur.god.null.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,21.6,lognormal,164.3,0.14,lognormal,199.3,0.12,normal,219.6,20.5
-W.MUH.3.flt.bur.god.null.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,23.8,normal,160.6,21.6,lognormal,185.9,0.11,normal,193.8,18.8
-W.MUH.3.flt.bur.god.null.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.8,lognormal,177.0,0.14,normal,211.9,20.6,normal,239.7,20.7
-W.MUH.3.flt.bur.god.null.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.9,normal,189.5,24.7,normal,227.2,24.8,lognormal,250.0,0.08
-W.MUH.3.flt.bur.god.null.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.9,0.17,lognormal,171.8,0.14,normal,193.5,19.3,lognormal,203.5,0.1
-W.MUH.3.flt.bur.god.null.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.8,lognormal,139.1,0.14,normal,158.3,17.3,lognormal,167.8,0.11
-W.MUH.3.flt.bur.god.null.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.9,normal,144.3,16.3,normal,155.6,13.8,lognormal,157.4,0.1
-W.MUH.3.flt.bur.god.null.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,19.2,lognormal,151.1,0.14,lognormal,173.2,0.13,normal,180.5,17.3
-W.MUH.3.flt.bur.god.null.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,22.0,lognormal,162.7,0.13,normal,181.5,16.1,lognormal,195.2,0.11
-W.MUH.3.flt.bur.god.null.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.5,26.4,lognormal,196.1,0.15,normal,212.4,18.3,normal,212.7,17.6
-W.MUH.3.flt.bur.god.null.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,22.3,normal,164.4,20.1,lognormal,182.9,0.11,lognormal,184.0,0.11
-W.MUH.3.flt.bur.god.null.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,23.5,normal,161.5,22.4,lognormal,176.1,0.11,lognormal,177.1,0.11
-W.MUH.3.flt.bur.god.null.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,157.9,22.8,lognormal,177.8,0.14,lognormal,194.1,0.1,lognormal,195.0,0.1
-W.MUH.3.flt.bur.god.null.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,169.4,25.2,lognormal,188.5,0.14,normal,208.0,18.7,normal,208.9,18.1
-W.MUH.3.flt.bur.god.null.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,20.7,normal,157.4,19.4,normal,190.1,21.3,lognormal,250.0,0.12
-W.MUH.3.flt.bur.god.null.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,17.4,normal,131.7,16.0,lognormal,158.0,0.13,normal,195.0,15.6
-W.MUH.3.flt.bur.god.null.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,18.7,normal,131.4,18.5,normal,154.8,15.5,lognormal,176.4,0.09
-W.MUH.3.flt.bur.god.null.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.8,18.5,lognormal,141.7,0.13,lognormal,171.5,0.14,normal,214.3,18.8
-W.MUH.3.flt.bur.god.null.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.2,19.7,lognormal,152.8,0.14,lognormal,183.0,0.12,normal,233.8,22.3
-W.MUH.3.flt.bur.god.null.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.3,24.2,lognormal,165.0,0.16,normal,204.2,26.0,lognormal,250.0,0.06
-W.MUH.3.flt.bur.god.null.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,21.1,normal,144.8,21.7,normal,177.8,22.3,normal,218.1,19.3
-W.MUH.3.flt.bur.god.null.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,21.1,lognormal,134.3,0.17,lognormal,166.9,0.15,normal,193.1,16.7
-W.MUH.3.flt.bur.god.null.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,22.1,normal,153.5,22.1,normal,191.3,26.9,normal,248.6,23.8
-W.MUH.3.flt.bur.god.null.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.6,24.8,lognormal,162.9,0.16,normal,196.1,23.3,lognormal,250.0,0.08
-W.MUH.3.flt.bur.god.null.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.3,21.2,normal,156.8,19.0,lognormal,189.4,0.12,normal,201.7,17.6
-W.MUH.3.flt.bur.god.null.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,17.3,lognormal,131.9,0.13,lognormal,155.7,0.12,lognormal,167.9,0.11
-W.MUH.3.flt.bur.god.null.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,19.5,normal,131.3,17.9,lognormal,152.9,0.11,lognormal,157.9,0.1
-W.MUH.3.flt.bur.god.null.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,18.1,normal,141.5,17.4,lognormal,168.8,0.13,lognormal,179.9,0.1
-W.MUH.3.flt.bur.god.null.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,19.9,lognormal,152.8,0.14,normal,181.0,18.9,lognormal,196.9,0.11
-W.MUH.3.flt.bur.god.null.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.6,25.5,lognormal,166.0,0.16,normal,200.7,23.5,normal,213.1,17.8
-W.MUH.3.flt.bur.god.null.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,21.0,lognormal,145.4,0.17,lognormal,174.8,0.14,normal,183.9,19.4
-W.MUH.3.flt.bur.god.null.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,20.6,lognormal,134.3,0.17,lognormal,165.9,0.15,lognormal,177.3,0.11
-W.MUH.3.flt.bur.god.null.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,22.3,lognormal,154.2,0.16,lognormal,186.1,0.13,normal,198.4,20.9
-W.MUH.3.flt.bur.god.null.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.3,24.0,lognormal,161.4,0.16,normal,195.2,23.0,normal,207.4,18.4
-W.MUH.3.flt.bur.god.null.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.6,23.5,lognormal,171.2,0.13,normal,196.1,19.0,normal,247.6,26.1
-W.MUH.3.flt.bur.god.null.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.8,lognormal,138.5,0.14,normal,160.0,18.7,normal,195.1,15.7
-W.MUH.3.flt.bur.god.null.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,19.2,lognormal,145.1,0.13,normal,160.1,13.0,normal,175.9,14.6
-W.MUH.3.flt.bur.god.null.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.3,0.16,lognormal,151.3,0.14,normal,176.4,21.9,normal,211.1,17.5
-W.MUH.3.flt.bur.god.null.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.7,0.17,lognormal,163.2,0.14,lognormal,190.0,0.13,normal,238.2,23.9
-W.MUH.3.flt.bur.god.null.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,176.0,26.4,lognormal,194.4,0.14,normal,235.2,25.7,lognormal,250.0,0.06
-W.MUH.3.flt.bur.god.null.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.0,lognormal,166.2,0.14,normal,196.8,19.1,normal,216.6,18.0
-W.MUH.3.flt.bur.god.null.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,24.2,normal,160.6,21.8,normal,186.9,19.4,normal,194.5,18.1
-W.MUH.3.flt.bur.god.null.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.5,23.4,lognormal,176.3,0.14,lognormal,211.6,0.11,normal,248.3,24.4
-W.MUH.3.flt.bur.god.null.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.0,25.4,normal,188.1,22.4,lognormal,234.4,0.14,normal,250.0,20.0
-W.MUH.3.flt.bur.god.null.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,23.1,lognormal,171.2,0.13,normal,193.2,18.8,lognormal,201.7,0.09
-W.MUH.3.flt.bur.god.null.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.8,lognormal,139.7,0.15,normal,157.4,16.4,lognormal,166.4,0.1
-W.MUH.3.flt.bur.god.null.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,20.4,normal,144.2,16.7,normal,155.1,13.5,normal,156.5,13.7
-W.MUH.3.flt.bur.god.null.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.1,lognormal,150.7,0.14,lognormal,171.8,0.12,lognormal,179.9,0.1
-W.MUH.3.flt.bur.god.null.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.4,0.17,lognormal,163.7,0.14,normal,183.8,17.8,normal,195.0,18.8
-W.MUH.3.flt.bur.god.null.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,175.4,25.7,lognormal,194.4,0.14,lognormal,215.0,0.11,normal,216.6,21.2
-W.MUH.3.flt.bur.god.null.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,147.2,21.4,normal,163.3,19.3,lognormal,183.4,0.12,lognormal,185.0,0.12
-W.MUH.3.flt.bur.god.null.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,23.4,lognormal,162.8,0.16,lognormal,175.6,0.11,normal,175.9,17.2
-W.MUH.3.flt.bur.god.null.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,22.7,normal,176.0,21.6,lognormal,195.7,0.11,lognormal,197.7,0.11
-W.MUH.3.flt.bur.god.null.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,170.3,25.0,normal,188.9,23.2,lognormal,205.9,0.1,normal,206.4,18.0
-W.MUH.3.flt.bur.por.null.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,21.0,lognormal,139.5,0.17,normal,170.5,22.1,normal,220.7,17.7
-W.MUH.3.flt.bur.por.null.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,17.1,lognormal,120.0,0.16,normal,143.5,16.4,normal,181.2,16.2
-W.MUH.3.flt.bur.por.null.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.3,17.7,lognormal,112.5,0.17,normal,136.8,17.4,lognormal,164.0,0.09
-W.MUH.3.flt.bur.por.null.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,18.4,lognormal,127.0,0.16,normal,154.0,18.3,normal,195.5,16.8
-W.MUH.3.flt.bur.por.null.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.4,20.3,normal,135.0,19.9,lognormal,164.3,0.14,normal,210.4,16.5
-W.MUH.3.flt.bur.por.null.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.7,21.6,lognormal,139.8,0.17,lognormal,172.6,0.15,lognormal,250.0,0.12
-W.MUH.3.flt.bur.por.null.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.4,18.5,lognormal,122.4,0.17,lognormal,149.8,0.14,normal,198.9,19.5
-W.MUH.3.flt.bur.por.null.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.7,lognormal,112.2,0.17,lognormal,139.4,0.15,lognormal,189.7,0.1
-W.MUH.3.flt.bur.por.null.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.4,20.0,lognormal,129.6,0.17,lognormal,160.7,0.16,normal,210.7,18.3
-W.MUH.3.flt.bur.por.null.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,21.4,lognormal,136.3,0.17,lognormal,168.5,0.15,normal,223.9,18.5
-W.MUH.3.flt.bur.por.null.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.9,normal,138.6,20.3,lognormal,170.1,0.15,lognormal,200.2,0.09
-W.MUH.3.flt.bur.por.null.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,17.4,normal,119.1,16.8,lognormal,143.2,0.12,lognormal,165.6,0.1
-W.MUH.3.flt.bur.por.null.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,17.5,lognormal,112.4,0.17,normal,137.3,17.7,normal,156.8,13.8
-W.MUH.3.flt.bur.por.null.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,18.6,normal,127.1,18.3,lognormal,154.5,0.13,normal,180.2,17.1
-W.MUH.3.flt.bur.por.null.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.7,20.4,normal,134.6,19.4,normal,164.6,20.7,lognormal,195.2,0.11
-W.MUH.3.flt.bur.por.null.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.9,21.5,lognormal,139.5,0.17,normal,172.9,24.1,normal,212.1,17.6
-W.MUH.3.flt.bur.por.null.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,19.0,lognormal,122.5,0.17,lognormal,149.9,0.15,lognormal,183.4,0.11
-W.MUH.3.flt.bur.por.null.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.1,17.5,lognormal,112.5,0.17,lognormal,139.8,0.15,normal,174.9,16.9
-W.MUH.3.flt.bur.por.null.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,20.2,lognormal,129.3,0.17,lognormal,159.6,0.15,lognormal,197.9,0.11
-W.MUH.3.flt.bur.por.null.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,21.2,lognormal,136.6,0.17,lognormal,168.6,0.15,lognormal,208.1,0.1
-W.MUH.3.flt.bur.por.null.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.7,22.1,lognormal,171.1,0.13,normal,198.3,21.4,normal,247.7,26.1
-W.MUH.3.flt.bur.por.null.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.6,lognormal,138.7,0.14,lognormal,162.5,0.14,normal,195.4,16.4
-W.MUH.3.flt.bur.por.null.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.5,19.9,normal,144.4,16.4,normal,160.6,14.1,normal,175.9,14.1
-W.MUH.3.flt.bur.por.null.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.4,18.9,lognormal,150.7,0.14,lognormal,175.5,0.14,lognormal,215.5,0.11
-W.MUH.3.flt.bur.por.null.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,20.4,lognormal,163.1,0.14,lognormal,190.1,0.13,normal,223.0,15.8
-W.MUH.3.flt.bur.por.null.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.0,23.5,normal,193.9,24.1,normal,227.1,22.0,lognormal,250.0,0.07
-W.MUH.3.flt.bur.por.null.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,158.2,22.8,lognormal,164.3,0.14,lognormal,199.3,0.12,normal,219.6,20.5
-W.MUH.3.flt.bur.por.null.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,21.6,normal,160.6,21.6,lognormal,185.9,0.11,normal,193.8,18.8
-W.MUH.3.flt.bur.por.null.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,169.9,24.9,lognormal,177.0,0.14,normal,211.9,20.6,normal,239.7,20.7
-W.MUH.3.flt.bur.por.null.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,176.0,25.8,normal,189.5,24.7,normal,227.2,24.8,lognormal,250.0,0.08
-W.MUH.3.flt.bur.por.null.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,155.9,0.17,lognormal,171.8,0.14,normal,193.5,19.3,lognormal,203.5,0.1
-W.MUH.3.flt.bur.por.null.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.8,lognormal,139.1,0.14,normal,158.3,17.3,lognormal,167.8,0.11
-W.MUH.3.flt.bur.por.null.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,19.9,normal,144.3,16.3,normal,155.6,13.8,lognormal,157.4,0.1
-W.MUH.3.flt.bur.por.null.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.5,19.2,lognormal,151.1,0.14,lognormal,173.2,0.13,normal,180.5,17.3
-W.MUH.3.flt.bur.por.null.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,147.7,22.0,lognormal,162.7,0.13,normal,181.5,16.1,lognormal,195.2,0.11
-W.MUH.3.flt.bur.por.null.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,145.2,24.2,lognormal,196.1,0.15,normal,212.4,18.3,normal,212.7,17.6
-W.MUH.3.flt.bur.por.null.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,157.9,22.8,normal,164.4,20.1,lognormal,182.9,0.11,lognormal,184.0,0.11
-W.MUH.3.flt.bur.por.null.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,147.9,22.3,normal,161.5,22.4,lognormal,176.1,0.11,lognormal,177.1,0.11
-W.MUH.3.flt.bur.por.null.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,169.4,25.2,lognormal,177.8,0.14,lognormal,194.1,0.1,lognormal,195.0,0.1
-W.MUH.3.flt.bur.por.null.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,176.5,26.4,lognormal,188.5,0.14,normal,208.0,18.7,normal,208.9,18.1
-W.MUH.3.flt.bur.por.null.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,20.5,normal,138.8,20.7,lognormal,171.6,0.15,normal,247.0,28.0
-W.MUH.3.flt.bur.por.null.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.4,17.3,normal,119.5,16.8,normal,145.1,17.0,normal,198.0,17.9
-W.MUH.3.flt.bur.por.null.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,17.3,lognormal,112.7,0.17,lognormal,140.4,0.16,lognormal,175.4,0.08
-W.MUH.3.flt.bur.por.null.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,18.3,normal,126.7,17.9,normal,155.9,19.4,normal,211.7,17.6
-W.MUH.3.flt.bur.por.null.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.7,19.5,lognormal,134.4,0.16,lognormal,165.7,0.14,normal,224.5,17.3
-W.MUH.3.flt.bur.por.null.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,21.5,normal,139.4,21.0,lognormal,174.1,0.16,lognormal,250.0,0.06
-W.MUH.3.flt.bur.por.null.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,18.8,lognormal,122.2,0.17,lognormal,153.0,0.16,normal,222.3,21.6
-W.MUH.3.flt.bur.por.null.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.5,lognormal,112.8,0.17,normal,140.0,19.5,normal,195.5,19.7
-W.MUH.3.flt.bur.por.null.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,20.2,lognormal,129.0,0.17,lognormal,161.4,0.16,normal,240.3,19.4
-W.MUH.3.flt.bur.por.null.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,21.3,lognormal,137.0,0.17,lognormal,169.1,0.15,normal,250.0,19.9
-W.MUH.3.flt.bur.por.null.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,20.4,normal,138.1,20.1,lognormal,172.7,0.16,lognormal,202.2,0.09
-W.MUH.3.flt.bur.por.null.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,17.2,normal,119.3,16.9,normal,146.1,18.0,lognormal,167.4,0.11
-W.MUH.3.flt.bur.por.null.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.9,17.6,lognormal,112.6,0.17,normal,139.9,19.6,normal,156.7,13.5
-W.MUH.3.flt.bur.por.null.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,18.6,normal,126.8,17.7,normal,156.6,19.3,normal,179.7,16.4
-W.MUH.3.flt.bur.por.null.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.6,20.3,normal,134.9,19.6,lognormal,166.6,0.15,lognormal,194.5,0.1
-W.MUH.3.flt.bur.por.null.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,21.3,lognormal,139.3,0.17,lognormal,175.6,0.17,normal,211.1,15.3
-W.MUH.3.flt.bur.por.null.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.6,18.6,lognormal,122.4,0.17,lognormal,152.5,0.16,lognormal,183.2,0.11
-W.MUH.3.flt.bur.por.null.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,17.5,lognormal,112.6,0.18,lognormal,141.2,0.16,normal,176.1,17.4
-W.MUH.3.flt.bur.por.null.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,20.1,lognormal,129.6,0.17,lognormal,162.6,0.17,normal,195.5,18.8
-W.MUH.3.flt.bur.por.null.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,21.3,lognormal,136.6,0.17,lognormal,169.0,0.15,normal,205.8,17.2
-W.MUH.3.flt.bur.por.null.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,155.6,23.5,lognormal,171.2,0.13,normal,196.1,19.0,normal,247.6,26.1
-W.MUH.3.flt.bur.por.null.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.8,lognormal,138.5,0.14,normal,160.0,18.7,normal,195.1,15.7
-W.MUH.3.flt.bur.por.null.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,19.2,lognormal,145.1,0.13,normal,160.1,13.0,normal,175.9,14.6
-W.MUH.3.flt.bur.por.null.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,136.3,0.16,lognormal,151.3,0.14,normal,176.4,21.9,normal,211.1,17.5
-W.MUH.3.flt.bur.por.null.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.7,0.17,lognormal,163.2,0.14,lognormal,190.0,0.13,normal,238.2,23.9
-W.MUH.3.flt.bur.por.null.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,23.4,lognormal,194.4,0.14,normal,235.2,25.7,lognormal,250.0,0.06
-W.MUH.3.flt.bur.por.null.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,158.5,23.4,lognormal,166.2,0.14,normal,196.8,19.1,normal,216.6,18.0
-W.MUH.3.flt.bur.por.null.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,22.0,normal,160.6,21.8,normal,186.9,19.4,normal,194.5,18.1
-W.MUH.3.flt.bur.por.null.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,170.0,25.4,lognormal,176.3,0.14,lognormal,211.6,0.11,normal,248.3,24.4
-W.MUH.3.flt.bur.por.null.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,176.0,26.4,normal,188.1,22.4,lognormal,234.4,0.14,normal,250.0,20.0
-W.MUH.3.flt.bur.por.null.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,23.1,lognormal,171.2,0.13,normal,193.2,18.8,lognormal,201.7,0.09
-W.MUH.3.flt.bur.por.null.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,17.8,lognormal,139.7,0.15,normal,157.4,16.4,lognormal,166.4,0.1
-W.MUH.3.flt.bur.por.null.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,20.4,normal,144.2,16.7,normal,155.1,13.5,normal,156.5,13.7
-W.MUH.3.flt.bur.por.null.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,135.1,19.1,lognormal,150.7,0.14,lognormal,171.8,0.12,lognormal,179.9,0.1
-W.MUH.3.flt.bur.por.null.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,148.4,0.17,lognormal,163.7,0.14,normal,183.8,17.8,normal,195.0,18.8
-W.MUH.3.flt.bur.por.null.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,19.0,lognormal,194.4,0.14,lognormal,215.0,0.11,normal,216.6,21.2
-W.MUH.3.flt.bur.por.null.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,158.0,22.7,normal,163.3,19.3,lognormal,183.4,0.12,lognormal,185.0,0.12
-W.MUH.3.flt.bur.por.null.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,147.2,21.4,lognormal,162.8,0.16,lognormal,175.6,0.11,normal,175.9,17.2
-W.MUH.3.flt.bur.por.null.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,170.3,25.0,normal,176.0,21.6,lognormal,195.7,0.11,lognormal,197.7,0.11
-W.MUH.3.flt.bur.por.null.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,175.4,25.7,normal,188.9,23.2,lognormal,205.9,0.1,normal,206.4,18.0
-W.MUH.3.flt.spm.god.null.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,20.4,lognormal,150.4,0.15,lognormal,175.8,0.12,normal,217.2,16.6
-W.MUH.3.flt.spm.god.null.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,16.9,normal,126.6,15.3,normal,147.4,15.8,lognormal,181.0,0.09
-W.MUH.3.flt.spm.god.null.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,18.0,lognormal,122.9,0.16,normal,140.3,14.7,lognormal,164.9,0.09
-W.MUH.3.flt.spm.god.null.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,17.7,normal,135.6,16.8,normal,158.0,16.8,normal,195.7,17.2
-W.MUH.3.flt.spm.god.null.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.5,19.3,normal,144.8,18.8,normal,169.9,18.2,normal,208.6,16.0
-W.MUH.3.flt.spm.god.null.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,24.9,lognormal,154.6,0.17,normal,178.2,21.3,normal,247.6,26.3
-W.MUH.3.flt.spm.god.null.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,20.2,lognormal,133.2,0.16,lognormal,156.0,0.14,normal,197.7,19.3
-W.MUH.3.flt.spm.god.null.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,19.6,lognormal,122.9,0.16,normal,144.5,18.1,normal,187.8,16.5
-W.MUH.3.flt.spm.god.null.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.8,21.5,normal,140.3,19.9,lognormal,165.6,0.14,normal,211.8,18.4
-W.MUH.3.flt.spm.god.null.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.5,23.2,lognormal,148.5,0.16,normal,175.5,23.0,normal,226.5,19.3
-W.MUH.3.flt.spm.god.null.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,20.1,lognormal,149.8,0.14,normal,174.8,19.0,normal,200.3,16.7
-W.MUH.3.flt.spm.god.null.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.4,normal,126.5,15.6,lognormal,147.6,0.12,lognormal,167.7,0.11
-W.MUH.3.flt.spm.god.null.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,17.7,lognormal,122.5,0.16,normal,140.7,15.2,normal,156.7,13.7
-W.MUH.3.flt.spm.god.null.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,17.8,normal,135.3,16.8,normal,158.1,16.6,lognormal,180.2,0.1
-W.MUH.3.flt.spm.god.null.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.6,19.1,lognormal,144.9,0.14,lognormal,170.5,0.12,normal,195.0,17.3
-W.MUH.3.flt.spm.god.null.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.0,23.8,lognormal,153.8,0.17,lognormal,180.7,0.15,normal,214.4,18.2
-W.MUH.3.flt.spm.god.null.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,19.9,lognormal,133.0,0.16,normal,155.4,19.6,lognormal,183.8,0.11
-W.MUH.3.flt.spm.god.null.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.3,19.6,lognormal,123.3,0.17,normal,145.0,18.7,normal,175.5,17.0
-W.MUH.3.flt.spm.god.null.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,21.5,normal,140.7,19.8,normal,166.5,21.9,lognormal,196.0,0.1
-W.MUH.3.flt.spm.god.null.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.5,24.2,normal,149.3,21.7,normal,175.1,22.4,normal,208.2,19.6
-W.MUH.3.flt.spm.god.null.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,21.6,lognormal,168.4,0.13,normal,194.5,20.6,normal,248.3,24.6
-W.MUH.3.flt.spm.god.null.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.8,lognormal,138.2,0.14,lognormal,159.9,0.13,normal,195.7,16.4
-W.MUH.3.flt.spm.god.null.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.0,19.0,normal,141.0,16.5,normal,159.4,14.1,normal,176.2,14.0
-W.MUH.3.flt.spm.god.null.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.5,lognormal,149.5,0.14,lognormal,174.3,0.13,normal,208.9,15.6
-W.MUH.3.flt.spm.god.null.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.6,0.17,lognormal,160.3,0.13,normal,186.0,19.6,normal,230.4,21.0
-W.MUH.3.flt.spm.god.null.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.3,25.4,lognormal,185.9,0.15,normal,215.1,21.3,lognormal,250.0,0.06
-W.MUH.3.flt.spm.god.null.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,21.2,normal,157.4,19.8,normal,191.8,22.6,lognormal,216.9,0.09
-W.MUH.3.flt.spm.god.null.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,22.0,lognormal,152.8,0.16,lognormal,178.5,0.13,normal,194.1,17.9
-W.MUH.3.flt.spm.god.null.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.7,22.4,lognormal,169.6,0.15,normal,206.4,26.1,lognormal,250.0,0.11
-W.MUH.3.flt.spm.god.null.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.9,lognormal,180.7,0.15,lognormal,216.7,0.14,normal,249.5,21.2
-W.MUH.3.flt.spm.god.null.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.2,lognormal,167.5,0.13,lognormal,191.1,0.1,lognormal,202.1,0.1
-W.MUH.3.flt.spm.god.null.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.6,lognormal,137.4,0.14,normal,156.9,16.6,normal,166.3,15.9
-W.MUH.3.flt.spm.god.null.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.5,normal,140.5,16.5,lognormal,154.9,0.1,lognormal,157.3,0.1
-W.MUH.3.flt.spm.god.null.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,19.0,lognormal,149.7,0.14,lognormal,171.9,0.13,normal,179.3,16.0
-W.MUH.3.flt.spm.god.null.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.9,21.3,normal,160.6,19.7,normal,183.1,17.7,lognormal,195.3,0.1
-W.MUH.3.flt.spm.god.null.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,26.7,lognormal,185.3,0.14,lognormal,211.3,0.11,lognormal,215.7,0.1
-W.MUH.3.flt.spm.god.null.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,20.1,normal,157.8,19.6,normal,179.2,17.8,lognormal,183.8,0.11
-W.MUH.3.flt.spm.god.null.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,23.4,normal,152.5,22.5,lognormal,172.6,0.12,normal,175.7,16.9
-W.MUH.3.flt.spm.god.null.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,22.5,lognormal,169.8,0.14,lognormal,192.7,0.11,lognormal,196.1,0.11
-W.MUH.3.flt.spm.god.null.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.9,normal,179.5,23.5,lognormal,204.7,0.11,normal,208.2,19.3
-W.MUH.3.flt.spm.god.null.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,138.1,20.2,lognormal,151.4,0.15,normal,180.2,22.0,lognormal,250.0,0.12
-W.MUH.3.flt.spm.god.null.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,17.2,normal,127.1,15.7,normal,151.5,17.2,normal,196.4,17.0
-W.MUH.3.flt.spm.god.null.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,18.1,lognormal,124.1,0.17,normal,148.3,18.4,lognormal,176.6,0.09
-W.MUH.3.flt.spm.god.null.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.8,lognormal,136.9,0.14,lognormal,163.1,0.13,normal,212.1,16.9
-W.MUH.3.flt.spm.god.null.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.9,19.5,normal,146.2,19.1,normal,175.2,21.5,normal,246.5,29.3
-W.MUH.3.flt.spm.god.null.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,24.6,lognormal,153.6,0.17,lognormal,184.5,0.17,lognormal,250.0,0.06
-W.MUH.3.flt.spm.god.null.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.9,lognormal,134.3,0.16,lognormal,163.2,0.17,normal,215.9,16.3
-W.MUH.3.flt.spm.god.null.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.4,19.8,lognormal,124.4,0.17,lognormal,149.5,0.17,normal,193.3,17.8
-W.MUH.3.flt.spm.god.null.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,22.5,lognormal,142.9,0.17,lognormal,170.5,0.16,normal,248.4,24.1
-W.MUH.3.flt.spm.god.null.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.2,23.3,lognormal,150.1,0.16,lognormal,181.2,0.16,lognormal,250.0,0.08
-W.MUH.3.flt.spm.god.null.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.2,21.1,normal,150.4,19.9,normal,180.9,21.8,lognormal,202.2,0.09
-W.MUH.3.flt.spm.god.null.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,16.5,lognormal,127.9,0.14,lognormal,152.2,0.13,lognormal,166.6,0.1
-W.MUH.3.flt.spm.god.null.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,18.0,lognormal,124.0,0.16,normal,146.7,17.8,lognormal,157.6,0.1
-W.MUH.3.flt.spm.god.null.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.9,normal,136.3,17.2,normal,160.7,17.9,normal,179.8,16.3
-W.MUH.3.flt.spm.god.null.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.3,19.1,lognormal,146.1,0.15,lognormal,175.3,0.14,normal,194.5,17.5
-W.MUH.3.flt.spm.god.null.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,144.0,24.4,normal,153.4,22.4,lognormal,185.2,0.17,normal,210.9,16.6
-W.MUH.3.flt.spm.god.null.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,20.7,normal,133.7,19.3,lognormal,161.4,0.16,lognormal,182.6,0.1
-W.MUH.3.flt.spm.god.null.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,19.6,lognormal,123.9,0.16,lognormal,149.7,0.16,lognormal,176.8,0.11
-W.MUH.3.flt.spm.god.null.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,21.7,lognormal,141.8,0.16,lognormal,172.0,0.17,lognormal,197.2,0.11
-W.MUH.3.flt.spm.god.null.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,140.0,23.4,lognormal,150.5,0.17,lognormal,179.8,0.16,lognormal,206.9,0.09
-W.MUH.3.flt.spm.god.null.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,21.9,normal,168.2,20.8,lognormal,193.8,0.11,lognormal,228.3,0.08
-W.MUH.3.flt.spm.god.null.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.8,lognormal,138.1,0.14,lognormal,159.6,0.13,normal,194.9,16.1
-W.MUH.3.flt.spm.god.null.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,19.0,normal,141.5,16.8,normal,158.9,13.1,normal,175.8,14.1
-W.MUH.3.flt.spm.god.null.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,18.8,lognormal,149.4,0.14,lognormal,174.0,0.13,normal,213.4,18.0
-W.MUH.3.flt.spm.god.null.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,20.7,lognormal,160.4,0.13,lognormal,187.4,0.12,normal,238.4,23.5
-W.MUH.3.flt.spm.god.null.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.7,27.1,lognormal,186.8,0.15,lognormal,226.1,0.15,lognormal,250.0,0.08
-W.MUH.3.flt.spm.god.null.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,20.9,normal,157.6,19.6,lognormal,191.9,0.13,normal,217.3,18.7
-W.MUH.3.flt.spm.god.null.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,22.8,lognormal,152.6,0.17,normal,177.9,19.6,lognormal,193.5,0.1
-W.MUH.3.flt.spm.god.null.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,21.8,lognormal,169.3,0.14,normal,203.4,23.9,normal,239.0,22.1
-W.MUH.3.flt.spm.god.null.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.6,23.0,lognormal,178.8,0.14,normal,210.3,21.7,lognormal,250.0,0.08
-W.MUH.3.flt.spm.god.null.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.5,lognormal,168.3,0.14,lognormal,190.7,0.1,lognormal,201.2,0.09
-W.MUH.3.flt.spm.god.null.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.6,lognormal,137.1,0.13,normal,157.1,16.9,lognormal,167.4,0.11
-W.MUH.3.flt.spm.god.null.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.2,normal,140.5,16.3,normal,154.6,13.3,normal,156.8,13.4
-W.MUH.3.flt.spm.god.null.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,18.9,lognormal,149.0,0.14,lognormal,171.7,0.13,lognormal,180.3,0.1
-W.MUH.3.flt.spm.god.null.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.5,lognormal,160.1,0.13,lognormal,185.6,0.12,normal,195.6,19.0
-W.MUH.3.flt.spm.god.null.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.0,24.6,lognormal,186.6,0.16,normal,211.0,20.7,lognormal,214.2,0.09
-W.MUH.3.flt.spm.god.null.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,20.4,normal,157.6,19.9,normal,179.8,19.0,lognormal,184.2,0.11
-W.MUH.3.flt.spm.god.null.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.2,0.19,lognormal,153.2,0.17,lognormal,172.7,0.12,normal,176.1,16.9
-W.MUH.3.flt.spm.god.null.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.0,22.1,normal,169.6,22.0,lognormal,192.9,0.11,lognormal,195.9,0.1
-W.MUH.3.flt.spm.god.null.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.9,23.3,lognormal,181.1,0.15,lognormal,205.4,0.11,normal,207.5,17.9
-W.MUH.3.flt.spm.por.null.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,22.6,normal,119.8,21.8,lognormal,133.1,0.18,normal,220.4,18.6
-W.MUH.3.flt.spm.por.null.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.6,normal,104.6,19.1,lognormal,116.6,0.18,normal,180.6,16.1
-W.MUH.3.flt.spm.por.null.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.0,normal,96.7,17.9,lognormal,107.0,0.18,lognormal,165.3,0.09
-W.MUH.3.flt.spm.por.null.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.0,20.9,normal,110.9,20.2,lognormal,123.3,0.18,normal,195.8,16.7
-W.MUH.3.flt.spm.por.null.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,22.2,normal,117.0,21.2,lognormal,129.5,0.18,lognormal,213.9,0.1
-W.MUH.3.flt.spm.por.null.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,23.2,normal,120.4,22.2,normal,131.6,20.0,lognormal,250.0,0.11
-W.MUH.3.flt.spm.por.null.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.4,20.2,normal,104.4,18.8,lognormal,116.2,0.18,normal,198.0,18.1
-W.MUH.3.flt.spm.por.null.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,19.4,normal,96.6,18.2,lognormal,107.0,0.18,normal,188.3,17.0
-W.MUH.3.flt.spm.por.null.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,22.1,normal,111.5,20.7,lognormal,123.7,0.18,normal,208.0,15.6
-W.MUH.3.flt.spm.por.null.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,22.5,normal,116.6,21.0,lognormal,130.2,0.18,normal,219.4,14.8
-W.MUH.3.flt.spm.por.null.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,22.8,normal,120.3,22.4,lognormal,132.8,0.18,lognormal,201.9,0.09
-W.MUH.3.flt.spm.por.null.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,19.5,normal,104.7,19.4,lognormal,116.0,0.18,lognormal,165.6,0.1
-W.MUH.3.flt.spm.por.null.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.3,19.2,normal,96.5,18.2,lognormal,106.9,0.18,normal,157.0,14.0
-W.MUH.3.flt.spm.por.null.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.7,20.7,normal,110.6,19.8,lognormal,123.1,0.18,normal,180.9,17.8
-W.MUH.3.flt.spm.por.null.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,21.7,normal,116.7,20.6,lognormal,130.0,0.18,lognormal,195.4,0.1
-W.MUH.3.flt.spm.por.null.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.1,23.1,normal,120.0,21.9,lognormal,132.8,0.18,normal,214.3,19.5
-W.MUH.3.flt.spm.por.null.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,20.3,normal,104.4,19.2,lognormal,115.8,0.18,lognormal,183.1,0.11
-W.MUH.3.flt.spm.por.null.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,19.2,normal,96.6,18.1,lognormal,107.0,0.18,lognormal,176.5,0.11
-W.MUH.3.flt.spm.por.null.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,21.7,normal,111.0,20.3,lognormal,122.7,0.18,lognormal,198.0,0.11
-W.MUH.3.flt.spm.por.null.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,22.6,normal,116.7,21.0,lognormal,130.2,0.18,normal,206.4,18.2
-W.MUH.3.flt.spm.por.null.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,19.5,lognormal,168.4,0.13,normal,194.5,20.6,normal,248.3,24.6
-W.MUH.3.flt.spm.por.null.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.4,18.5,lognormal,138.2,0.14,lognormal,159.9,0.13,normal,195.7,16.4
-W.MUH.3.flt.spm.por.null.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,17.8,normal,141.0,16.5,normal,159.4,14.1,normal,176.2,14.0
-W.MUH.3.flt.spm.por.null.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,147.6,0.17,lognormal,149.5,0.14,lognormal,174.3,0.13,normal,208.9,15.6
-W.MUH.3.flt.spm.por.null.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,152.8,21.6,lognormal,160.3,0.13,normal,186.0,19.6,normal,230.4,21.0
-W.MUH.3.flt.spm.por.null.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,171.3,25.4,lognormal,185.9,0.15,normal,215.1,21.3,lognormal,250.0,0.06
-W.MUH.3.flt.spm.por.null.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.6,21.2,normal,157.4,19.8,normal,191.8,22.6,lognormal,216.9,0.09
-W.MUH.3.flt.spm.por.null.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,22.0,lognormal,152.8,0.16,lognormal,178.5,0.13,normal,194.1,17.9
-W.MUH.3.flt.spm.por.null.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.7,22.4,lognormal,169.6,0.15,normal,206.4,26.1,lognormal,250.0,0.11
-W.MUH.3.flt.spm.por.null.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.9,lognormal,180.7,0.15,lognormal,216.7,0.14,normal,249.5,21.2
-W.MUH.3.flt.spm.por.null.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,19.0,lognormal,167.5,0.13,lognormal,191.1,0.1,lognormal,202.1,0.1
-W.MUH.3.flt.spm.por.null.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,19.0,lognormal,137.4,0.14,normal,156.9,16.6,normal,166.3,15.9
-W.MUH.3.flt.spm.por.null.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.6,normal,140.5,16.5,lognormal,154.9,0.1,lognormal,157.3,0.1
-W.MUH.3.flt.spm.por.null.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,146.9,21.3,lognormal,149.7,0.14,lognormal,171.9,0.13,normal,179.3,16.0
-W.MUH.3.flt.spm.por.null.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,152.6,21.2,normal,160.6,19.7,normal,183.1,17.7,lognormal,195.3,0.1
-W.MUH.3.flt.spm.por.null.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.5,26.7,lognormal,185.3,0.14,lognormal,211.3,0.11,lognormal,215.7,0.1
-W.MUH.3.flt.spm.por.null.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,20.1,normal,157.8,19.6,normal,179.2,17.8,lognormal,183.8,0.11
-W.MUH.3.flt.spm.por.null.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.6,23.4,normal,152.5,22.5,lognormal,172.6,0.12,normal,175.7,16.9
-W.MUH.3.flt.spm.por.null.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,22.5,lognormal,169.8,0.14,lognormal,192.7,0.11,lognormal,196.1,0.11
-W.MUH.3.flt.spm.por.null.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,165.7,24.9,normal,179.5,23.5,lognormal,204.7,0.11,normal,208.2,19.3
-W.MUH.3.flt.spm.por.null.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,23.1,normal,120.6,22.2,lognormal,133.1,0.18,lognormal,250.0,0.12
-W.MUH.3.flt.spm.por.null.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.5,19.7,normal,104.6,19.1,lognormal,116.0,0.18,normal,194.8,15.6
-W.MUH.3.flt.spm.por.null.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.2,normal,96.6,18.0,lognormal,107.0,0.18,lognormal,176.3,0.09
-W.MUH.3.flt.spm.por.null.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,20.6,normal,110.4,19.9,lognormal,123.7,0.19,lognormal,210.9,0.09
-W.MUH.3.flt.spm.por.null.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,22.0,normal,117.1,21.1,lognormal,129.7,0.18,normal,226.6,17.1
-W.MUH.3.flt.spm.por.null.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,22.6,normal,120.1,21.8,lognormal,133.0,0.18,lognormal,250.0,0.06
-W.MUH.3.flt.spm.por.null.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.3,19.9,normal,104.3,18.8,lognormal,116.0,0.18,normal,219.9,20.1
-W.MUH.3.flt.spm.por.null.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.7,19.5,normal,96.7,18.3,normal,106.5,17.1,normal,193.2,18.6
-W.MUH.3.flt.spm.por.null.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,21.9,normal,111.3,20.4,lognormal,123.1,0.18,lognormal,250.0,0.12
-W.MUH.3.flt.spm.por.null.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,22.4,normal,116.8,21.0,lognormal,129.6,0.18,lognormal,250.0,0.09
-W.MUH.3.flt.spm.por.null.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,115.6,22.6,normal,120.2,22.0,lognormal,133.5,0.18,normal,200.4,16.2
-W.MUH.3.flt.spm.por.null.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,19.2,normal,104.3,18.5,lognormal,115.9,0.18,lognormal,167.4,0.11
-W.MUH.3.flt.spm.por.null.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.5,19.3,normal,96.6,18.1,lognormal,106.9,0.18,lognormal,157.5,0.1
-W.MUH.3.flt.spm.por.null.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,20.9,normal,111.2,20.3,lognormal,123.2,0.18,normal,180.7,17.0
-W.MUH.3.flt.spm.por.null.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.8,21.8,normal,116.7,20.8,lognormal,129.9,0.18,normal,194.5,17.7
-W.MUH.3.flt.spm.por.null.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,23.5,normal,120.3,22.1,normal,132.8,21.2,normal,212.7,16.3
-W.MUH.3.flt.spm.por.null.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.5,20.3,normal,104.5,19.0,lognormal,115.7,0.18,lognormal,184.5,0.11
-W.MUH.3.flt.spm.por.null.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.6,19.2,normal,96.6,17.9,lognormal,106.7,0.18,normal,176.7,18.5
-W.MUH.3.flt.spm.por.null.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,21.4,normal,110.7,19.8,lognormal,122.8,0.18,lognormal,198.0,0.11
-W.MUH.3.flt.spm.por.null.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,22.6,normal,117.5,21.7,lognormal,129.8,0.18,normal,207.5,18.6
-W.MUH.3.flt.spm.por.null.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,19.2,normal,168.2,20.8,lognormal,193.8,0.11,lognormal,228.3,0.08
-W.MUH.3.flt.spm.por.null.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.5,18.8,lognormal,138.1,0.14,lognormal,159.6,0.13,normal,194.9,16.1
-W.MUH.3.flt.spm.por.null.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.8,normal,141.5,16.8,normal,158.9,13.1,normal,175.8,14.1
-W.MUH.3.flt.spm.por.null.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,146.4,20.7,lognormal,149.4,0.14,lognormal,174.0,0.13,normal,213.4,18.0
-W.MUH.3.flt.spm.por.null.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,153.1,21.9,lognormal,160.4,0.13,lognormal,187.4,0.12,normal,238.4,23.5
-W.MUH.3.flt.spm.por.null.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,172.7,27.1,lognormal,186.8,0.15,lognormal,226.1,0.15,lognormal,250.0,0.08
-W.MUH.3.flt.spm.por.null.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,144.7,20.9,normal,157.6,19.6,lognormal,191.9,0.13,normal,217.3,18.7
-W.MUH.3.flt.spm.por.null.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,140.1,22.8,lognormal,152.6,0.17,normal,177.9,19.6,lognormal,193.5,0.1
-W.MUH.3.flt.spm.por.null.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,154.9,21.8,lognormal,169.3,0.14,normal,203.4,23.9,normal,239.0,22.1
-W.MUH.3.flt.spm.por.null.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.6,23.0,lognormal,178.8,0.14,normal,210.3,21.7,lognormal,250.0,0.08
-W.MUH.3.flt.spm.por.null.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,139.9,22.0,lognormal,168.3,0.14,lognormal,190.7,0.1,lognormal,201.2,0.09
-W.MUH.3.flt.spm.por.null.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,134.9,18.9,lognormal,137.1,0.13,normal,157.1,16.9,lognormal,167.4,0.11
-W.MUH.3.flt.spm.por.null.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,17.6,normal,140.5,16.3,normal,154.6,13.3,normal,156.8,13.4
-W.MUH.3.flt.spm.por.null.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,146.2,20.5,lognormal,149.0,0.14,lognormal,171.7,0.13,lognormal,180.3,0.1
-W.MUH.3.flt.spm.por.null.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,152.5,21.5,lognormal,160.1,0.13,lognormal,185.6,0.12,normal,195.6,19.0
-W.MUH.3.flt.spm.por.null.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,170.0,24.6,lognormal,186.6,0.16,normal,211.0,20.7,lognormal,214.2,0.09
-W.MUH.3.flt.spm.por.null.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,143.9,20.4,normal,157.6,19.9,normal,179.8,19.0,lognormal,184.2,0.11
-W.MUH.3.flt.spm.por.null.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.2,0.19,lognormal,153.2,0.17,lognormal,172.7,0.12,normal,176.1,16.9
-W.MUH.3.flt.spm.por.null.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,155.0,22.1,normal,169.6,22.0,lognormal,192.9,0.11,lognormal,195.9,0.1
-W.MUH.3.flt.spm.por.null.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,164.9,23.3,lognormal,181.1,0.15,lognormal,205.4,0.11,normal,207.5,17.9
-W.MUH.3.gab.null.null.0.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.4,16.1,normal,160.9,15.4,normal,198.2,21.0
-W.MUH.3.gab.null.null.0.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.2,0.14,lognormal,122.8,0.12,lognormal,138.8,0.1,lognormal,170.0,0.1
-W.MUH.3.gab.null.null.0.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,13.9,lognormal,117.3,0.13,normal,131.8,12.9,normal,157.0,14.2
-W.MUH.3.gab.null.null.0.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.6,normal,130.6,14.5,lognormal,148.2,0.1,lognormal,180.4,0.1
-W.MUH.3.gab.null.null.0.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.9,normal,137.9,15.6,normal,156.9,15.1,normal,190.8,18.3
-W.MUH.3.gab.null.null.0.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,16.8,lognormal,144.3,0.13,normal,164.8,17.9,lognormal,199.3,0.11
-W.MUH.3.gab.null.null.0.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.4,0.15,lognormal,127.0,0.13,lognormal,145.0,0.12,lognormal,177.2,0.12
-W.MUH.3.gab.null.null.0.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.2,0.16,lognormal,118.4,0.14,lognormal,135.2,0.12,normal,163.6,16.0
-W.MUH.3.gab.null.null.0.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,134.2,0.14,lognormal,152.9,0.11,lognormal,187.1,0.12
-W.MUH.3.gab.null.null.0.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,lognormal,140.4,0.13,normal,161.0,18.3,lognormal,194.5,0.11
-W.MUH.3.gab.null.null.0.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.15,normal,142.7,16.2,normal,161.5,15.6,lognormal,176.0,0.09
-W.MUH.3.gab.null.null.0.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,lognormal,122.5,0.12,lognormal,138.4,0.1,lognormal,149.8,0.1
-W.MUH.3.gab.null.null.0.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.4,0.15,lognormal,117.0,0.13,lognormal,131.9,0.11,lognormal,141.6,0.09
-W.MUH.3.gab.null.null.0.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,14.6,normal,130.6,14.7,lognormal,148.2,0.1,lognormal,159.8,0.09
-W.MUH.3.gab.null.null.0.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,lognormal,137.9,0.12,normal,156.2,15.2,lognormal,169.7,0.09
-W.MUH.3.gab.null.null.0.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,lognormal,143.9,0.13,lognormal,164.0,0.11,lognormal,183.5,0.1
-W.MUH.3.gab.null.null.0.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,14.9,lognormal,127.2,0.13,lognormal,144.4,0.12,normal,159.9,14.3
-W.MUH.3.gab.null.null.0.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,14.0,lognormal,118.4,0.14,normal,134.1,14.3,lognormal,151.2,0.1
-W.MUH.3.gab.null.null.0.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.15,lognormal,134.4,0.14,normal,151.4,14.9,lognormal,169.3,0.1
-W.MUH.3.gab.null.null.0.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.0,normal,139.4,16.2,lognormal,160.1,0.12,lognormal,178.0,0.1
-W.MUH.3.gab.null.null.0.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.14,normal,161.2,16.9,normal,187.3,18.8,normal,216.4,15.5
-W.MUH.3.gab.null.null.0.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.2,lognormal,134.0,0.13,normal,153.7,16.7,lognormal,181.4,0.09
-W.MUH.3.gab.null.null.0.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.1,normal,133.6,13.7,normal,149.8,12.9,normal,164.7,13.3
-W.MUH.3.gab.null.null.0.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.4,lognormal,145.5,0.13,lognormal,165.3,0.1,normal,194.1,15.3
-W.MUH.3.gab.null.null.0.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,16.0,normal,155.7,17.2,normal,177.9,16.4,lognormal,210.6,0.09
-W.MUH.3.gab.null.null.0.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.1,0.15,normal,175.9,22.3,lognormal,211.0,0.14,normal,249.2,22.0
-W.MUH.3.gab.null.null.0.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,152.7,18.7,normal,180.4,19.1,lognormal,199.0,0.09
-W.MUH.3.gab.null.null.0.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,16.0,normal,145.4,19.4,normal,169.0,17.1,normal,183.0,16.5
-W.MUH.3.gab.null.null.0.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,17.5,normal,161.5,18.7,normal,190.5,19.9,normal,212.7,15.6
-W.MUH.3.gab.null.null.0.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,17.9,normal,170.1,21.2,lognormal,202.5,0.12,normal,234.8,20.4
-W.MUH.3.gab.null.null.0.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.7,normal,161.0,17.0,lognormal,174.2,0.09,lognormal,176.7,0.09
-W.MUH.3.gab.null.null.0.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.14,lognormal,133.9,0.12,lognormal,146.8,0.1,normal,149.8,13.4
-W.MUH.3.gab.null.null.0.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,normal,133.0,13.1,lognormal,140.5,0.09,lognormal,141.1,0.09
-W.MUH.3.gab.null.null.0.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,lognormal,144.6,0.12,lognormal,156.7,0.09,lognormal,159.3,0.09
-W.MUH.3.gab.null.null.0.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.0,normal,154.7,16.9,lognormal,168.9,0.1,lognormal,171.7,0.1
-W.MUH.3.gab.null.null.0.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.6,0.15,normal,171.1,18.9,lognormal,181.1,0.1,lognormal,184.5,0.11
-W.MUH.3.gab.null.null.0.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,148.8,15.8,normal,157.9,14.3,normal,158.9,14.4
-W.MUH.3.gab.null.null.0.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,15.8,normal,141.6,16.7,lognormal,150.3,0.1,normal,151.7,14.7
-W.MUH.3.gab.null.null.0.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,157.8,16.4,lognormal,166.9,0.09,lognormal,169.0,0.1
-W.MUH.3.gab.null.null.0.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.0,0.15,normal,166.8,18.4,lognormal,175.4,0.09,lognormal,177.3,0.09
-W.MUH.3.gab.null.null.0.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,150.5,18.6,normal,177.8,20.3,normal,219.0,18.4
-W.MUH.3.gab.null.null.0.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.7,normal,127.6,15.0,lognormal,150.2,0.12,normal,180.2,13.8
-W.MUH.3.gab.null.null.0.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,14.1,normal,124.9,16.1,normal,145.5,15.3,lognormal,164.9,0.08
-W.MUH.3.gab.null.null.0.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.0,normal,136.0,15.8,normal,159.8,16.4,normal,194.0,14.8
-W.MUH.3.gab.null.null.0.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.8,0.15,normal,145.6,17.9,normal,172.1,19.5,normal,207.6,14.4
-W.MUH.3.gab.null.null.0.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.15,normal,154.5,20.8,normal,184.6,22.7,normal,248.7,23.4
-W.MUH.3.gab.null.null.0.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.1,normal,135.6,17.6,normal,164.2,20.8,normal,198.4,15.7
-W.MUH.3.gab.null.null.0.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,14.0,lognormal,127.2,0.15,normal,153.7,20.8,lognormal,181.5,0.09
-W.MUH.3.gab.null.null.0.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.3,normal,144.0,20.0,normal,172.5,22.2,normal,214.8,17.5
-W.MUH.3.gab.null.null.0.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.16,normal,151.0,20.1,normal,181.4,23.7,normal,235.0,19.9
-W.MUH.3.gab.null.null.0.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,149.9,18.2,normal,170.6,16.4,lognormal,176.9,0.09
-W.MUH.3.gab.null.null.0.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.7,normal,127.8,15.4,lognormal,144.3,0.1,normal,149.5,13.6
-W.MUH.3.gab.null.null.0.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.1,0.16,normal,124.5,15.8,normal,138.0,12.2,lognormal,141.3,0.09
-W.MUH.3.gab.null.null.0.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.7,normal,135.9,15.5,normal,154.7,14.8,normal,160.3,14.4
-W.MUH.3.gab.null.null.0.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.15,normal,145.9,18.2,lognormal,165.1,0.1,normal,170.6,15.0
-W.MUH.3.gab.null.null.0.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,154.9,20.8,normal,175.4,17.6,lognormal,183.9,0.1
-W.MUH.3.gab.null.null.0.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,lognormal,136.4,0.15,normal,153.4,15.2,lognormal,158.8,0.09
-W.MUH.3.gab.null.null.0.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,normal,127.0,17.3,normal,145.6,15.7,lognormal,151.7,0.1
-W.MUH.3.gab.null.null.0.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,normal,143.4,19.3,normal,162.9,16.8,lognormal,169.2,0.1
-W.MUH.3.gab.null.null.0.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,normal,150.9,20.0,normal,171.0,16.8,lognormal,177.8,0.09
-W.MUH.3.gab.null.null.0.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.1,normal,161.4,17.1,lognormal,186.0,0.1,normal,214.2,14.6
-W.MUH.3.gab.null.null.0.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.14,normal,134.4,15.6,normal,153.8,16.6,normal,180.4,14.8
-W.MUH.3.gab.null.null.0.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,15.0,normal,134.1,14.2,normal,150.3,13.1,normal,165.6,13.3
-W.MUH.3.gab.null.null.0.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.0,lognormal,146.1,0.13,lognormal,166.6,0.11,normal,194.9,14.8
-W.MUH.3.gab.null.null.0.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,155.6,17.7,normal,178.3,17.3,lognormal,208.0,0.08
-W.MUH.3.gab.null.null.0.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,18.1,normal,175.9,21.8,normal,210.3,25.3,normal,239.8,20.3
-W.MUH.3.gab.null.null.0.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,16.6,normal,152.4,18.6,normal,180.3,17.9,normal,200.2,17.8
-W.MUH.3.gab.null.null.0.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.0,lognormal,146.4,0.15,normal,170.2,18.2,normal,182.8,16.2
-W.MUH.3.gab.null.null.0.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,17.1,normal,162.6,20.0,normal,193.2,20.7,normal,218.0,20.1
-W.MUH.3.gab.null.null.0.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.7,0.15,normal,171.1,21.3,lognormal,203.3,0.13,normal,234.8,20.4
-W.MUH.3.gab.null.null.0.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,17.2,normal,160.2,17.1,normal,174.5,15.3,normal,177.1,15.4
-W.MUH.3.gab.null.null.0.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,133.5,0.12,normal,146.2,13.1,lognormal,149.3,0.09
-W.MUH.3.gab.null.null.0.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,14.9,normal,133.0,13.2,normal,140.1,11.5,lognormal,140.9,0.09
-W.MUH.3.gab.null.null.0.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.4,lognormal,144.3,0.12,normal,156.7,13.5,normal,159.9,14.0
-W.MUH.3.gab.null.null.0.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,16.6,normal,154.5,16.2,normal,168.2,14.9,lognormal,170.7,0.09
-W.MUH.3.gab.null.null.0.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,172.2,19.7,lognormal,181.3,0.09,lognormal,183.5,0.1
-W.MUH.3.gab.null.null.0.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.0,normal,148.9,15.6,lognormal,158.5,0.1,lognormal,159.6,0.1
-W.MUH.3.gab.null.null.0.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.1,normal,141.8,17.0,normal,150.7,14.7,lognormal,153.0,0.11
-W.MUH.3.gab.null.null.0.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.8,0.15,normal,157.7,16.8,lognormal,167.7,0.1,lognormal,169.2,0.1
-W.MUH.3.gab.null.null.0.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.0,normal,167.5,18.7,lognormal,176.4,0.09,normal,178.1,15.8
-W.MUH.3.gab.null.null.1.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,142.4,16.1,normal,160.9,15.4,normal,198.2,21.0
-W.MUH.3.gab.null.null.1.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.2,0.14,lognormal,122.8,0.12,lognormal,138.8,0.1,lognormal,170.0,0.1
-W.MUH.3.gab.null.null.1.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.7,13.9,lognormal,117.3,0.13,normal,131.8,12.9,normal,157.0,14.2
-W.MUH.3.gab.null.null.1.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.6,normal,130.6,14.5,lognormal,148.2,0.1,lognormal,180.4,0.1
-W.MUH.3.gab.null.null.1.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.9,normal,137.9,15.6,normal,156.9,15.1,normal,190.8,18.3
-W.MUH.3.gab.null.null.1.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.2,16.8,lognormal,144.3,0.13,normal,164.8,17.9,lognormal,199.3,0.11
-W.MUH.3.gab.null.null.1.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.4,0.15,lognormal,127.0,0.13,lognormal,145.0,0.12,lognormal,177.2,0.12
-W.MUH.3.gab.null.null.1.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.2,0.16,lognormal,118.4,0.14,lognormal,135.2,0.12,normal,163.6,16.0
-W.MUH.3.gab.null.null.1.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,lognormal,134.2,0.14,lognormal,152.9,0.11,lognormal,187.1,0.12
-W.MUH.3.gab.null.null.1.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.3,0.15,lognormal,140.4,0.13,normal,161.0,18.3,lognormal,194.5,0.11
-W.MUH.3.gab.null.null.1.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.3,0.15,normal,142.7,16.2,normal,161.5,15.6,lognormal,176.0,0.09
-W.MUH.3.gab.null.null.1.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,lognormal,122.5,0.12,lognormal,138.4,0.1,lognormal,149.8,0.1
-W.MUH.3.gab.null.null.1.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.4,0.15,lognormal,117.0,0.13,lognormal,131.9,0.11,lognormal,141.6,0.09
-W.MUH.3.gab.null.null.1.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.2,14.6,normal,130.6,14.7,lognormal,148.2,0.1,lognormal,159.8,0.09
-W.MUH.3.gab.null.null.1.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.0,0.15,lognormal,137.9,0.12,normal,156.2,15.2,lognormal,169.7,0.09
-W.MUH.3.gab.null.null.1.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,lognormal,143.9,0.13,lognormal,164.0,0.11,lognormal,183.5,0.1
-W.MUH.3.gab.null.null.1.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,14.9,lognormal,127.2,0.13,lognormal,144.4,0.12,normal,159.9,14.3
-W.MUH.3.gab.null.null.1.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,14.0,lognormal,118.4,0.14,normal,134.1,14.3,lognormal,151.2,0.1
-W.MUH.3.gab.null.null.1.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.3,0.15,lognormal,134.4,0.14,normal,151.4,14.9,lognormal,169.3,0.1
-W.MUH.3.gab.null.null.1.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.6,16.0,normal,139.4,16.2,lognormal,160.1,0.12,lognormal,178.0,0.1
-W.MUH.3.gab.null.null.1.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.5,0.14,normal,161.2,16.9,normal,187.3,18.8,normal,216.4,15.5
-W.MUH.3.gab.null.null.1.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,14.2,lognormal,134.0,0.13,normal,153.7,16.7,lognormal,181.4,0.09
-W.MUH.3.gab.null.null.1.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.1,normal,133.6,13.7,normal,149.8,12.9,normal,164.7,13.3
-W.MUH.3.gab.null.null.1.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.7,15.4,lognormal,145.5,0.13,lognormal,165.3,0.1,normal,194.1,15.3
-W.MUH.3.gab.null.null.1.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.1,16.0,normal,155.7,17.2,normal,177.9,16.4,lognormal,210.6,0.09
-W.MUH.3.gab.null.null.1.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.1,0.15,normal,175.9,22.3,lognormal,211.0,0.14,normal,249.2,22.0
-W.MUH.3.gab.null.null.1.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,152.7,18.7,normal,180.4,19.1,lognormal,199.0,0.09
-W.MUH.3.gab.null.null.1.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,16.0,normal,145.4,19.4,normal,169.0,17.1,normal,183.0,16.5
-W.MUH.3.gab.null.null.1.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.7,17.5,normal,161.5,18.7,normal,190.5,19.9,normal,212.7,15.6
-W.MUH.3.gab.null.null.1.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,17.9,normal,170.1,21.2,lognormal,202.5,0.12,normal,234.8,20.4
-W.MUH.3.gab.null.null.1.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.8,16.7,normal,161.0,17.0,lognormal,174.2,0.09,lognormal,176.7,0.09
-W.MUH.3.gab.null.null.1.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.14,lognormal,133.9,0.12,lognormal,146.8,0.1,normal,149.8,13.4
-W.MUH.3.gab.null.null.1.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.5,0.15,normal,133.0,13.1,lognormal,140.5,0.09,lognormal,141.1,0.09
-W.MUH.3.gab.null.null.1.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,lognormal,144.6,0.12,lognormal,156.7,0.09,lognormal,159.3,0.09
-W.MUH.3.gab.null.null.1.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.0,normal,154.7,16.9,lognormal,168.9,0.1,lognormal,171.7,0.1
-W.MUH.3.gab.null.null.1.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.6,0.15,normal,171.1,18.9,lognormal,181.1,0.1,lognormal,184.5,0.11
-W.MUH.3.gab.null.null.1.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,148.8,15.8,normal,157.9,14.3,normal,158.9,14.4
-W.MUH.3.gab.null.null.1.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,15.8,normal,141.6,16.7,lognormal,150.3,0.1,normal,151.7,14.7
-W.MUH.3.gab.null.null.1.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.1,0.15,normal,157.8,16.4,lognormal,166.9,0.09,lognormal,169.0,0.1
-W.MUH.3.gab.null.null.1.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.0,0.15,normal,166.8,18.4,lognormal,175.4,0.09,lognormal,177.3,0.09
-W.MUH.3.gab.null.null.1.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,150.5,18.6,normal,177.8,20.3,normal,219.0,18.4
-W.MUH.3.gab.null.null.1.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,13.7,normal,127.6,15.0,lognormal,150.2,0.12,normal,180.2,13.8
-W.MUH.3.gab.null.null.1.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.8,14.1,normal,124.9,16.1,normal,145.5,15.3,lognormal,164.9,0.08
-W.MUH.3.gab.null.null.1.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.0,normal,136.0,15.8,normal,159.8,16.4,normal,194.0,14.8
-W.MUH.3.gab.null.null.1.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.8,0.15,normal,145.6,17.9,normal,172.1,19.5,normal,207.6,14.4
-W.MUH.3.gab.null.null.1.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.15,normal,154.5,20.8,normal,184.6,22.7,normal,248.7,23.4
-W.MUH.3.gab.null.null.1.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,15.1,normal,135.6,17.6,normal,164.2,20.8,normal,198.4,15.7
-W.MUH.3.gab.null.null.1.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,101.2,14.0,lognormal,127.2,0.15,normal,153.7,20.8,lognormal,181.5,0.09
-W.MUH.3.gab.null.null.1.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.3,normal,144.0,20.0,normal,172.5,22.2,normal,214.8,17.5
-W.MUH.3.gab.null.null.1.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.9,0.16,normal,151.0,20.1,normal,181.4,23.7,normal,235.0,19.9
-W.MUH.3.gab.null.null.1.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,149.9,18.2,normal,170.6,16.4,lognormal,176.9,0.09
-W.MUH.3.gab.null.null.1.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,13.7,normal,127.8,15.4,lognormal,144.3,0.1,normal,149.5,13.6
-W.MUH.3.gab.null.null.1.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.1,0.16,normal,124.5,15.8,normal,138.0,12.2,lognormal,141.3,0.09
-W.MUH.3.gab.null.null.1.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.7,14.7,normal,135.9,15.5,normal,154.7,14.8,normal,160.3,14.4
-W.MUH.3.gab.null.null.1.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.15,normal,145.9,18.2,lognormal,165.1,0.1,normal,170.6,15.0
-W.MUH.3.gab.null.null.1.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.6,0.15,normal,154.9,20.8,normal,175.4,17.6,lognormal,183.9,0.1
-W.MUH.3.gab.null.null.1.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,lognormal,136.4,0.15,normal,153.4,15.2,lognormal,158.8,0.09
-W.MUH.3.gab.null.null.1.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.6,0.16,normal,127.0,17.3,normal,145.6,15.7,lognormal,151.7,0.1
-W.MUH.3.gab.null.null.1.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,normal,143.4,19.3,normal,162.9,16.8,lognormal,169.2,0.1
-W.MUH.3.gab.null.null.1.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.16,normal,150.9,20.0,normal,171.0,16.8,lognormal,177.8,0.09
-W.MUH.3.gab.null.null.1.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.1,normal,161.4,17.1,lognormal,186.0,0.1,normal,214.2,14.6
-W.MUH.3.gab.null.null.1.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.8,0.14,normal,134.4,15.6,normal,153.8,16.6,normal,180.4,14.8
-W.MUH.3.gab.null.null.1.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.9,15.0,normal,134.1,14.2,normal,150.3,13.1,normal,165.6,13.3
-W.MUH.3.gab.null.null.1.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.0,lognormal,146.1,0.13,lognormal,166.6,0.11,normal,194.9,14.8
-W.MUH.3.gab.null.null.1.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,16.2,normal,155.6,17.7,normal,178.3,17.3,lognormal,208.0,0.08
-W.MUH.3.gab.null.null.1.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,18.1,normal,175.9,21.8,normal,210.3,25.3,normal,239.8,20.3
-W.MUH.3.gab.null.null.1.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,16.6,normal,152.4,18.6,normal,180.3,17.9,normal,200.2,17.8
-W.MUH.3.gab.null.null.1.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,16.0,lognormal,146.4,0.15,normal,170.2,18.2,normal,182.8,16.2
-W.MUH.3.gab.null.null.1.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.1,17.1,normal,162.6,20.0,normal,193.2,20.7,normal,218.0,20.1
-W.MUH.3.gab.null.null.1.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.7,0.15,normal,171.1,21.3,lognormal,203.3,0.13,normal,234.8,20.4
-W.MUH.3.gab.null.null.1.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,17.2,normal,160.2,17.1,normal,174.5,15.3,normal,177.1,15.4
-W.MUH.3.gab.null.null.1.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.7,0.14,lognormal,133.5,0.12,normal,146.2,13.1,lognormal,149.3,0.09
-W.MUH.3.gab.null.null.1.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,14.9,normal,133.0,13.2,normal,140.1,11.5,lognormal,140.9,0.09
-W.MUH.3.gab.null.null.1.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.5,15.4,lognormal,144.3,0.12,normal,156.7,13.5,normal,159.9,14.0
-W.MUH.3.gab.null.null.1.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,16.6,normal,154.5,16.2,normal,168.2,14.9,lognormal,170.7,0.09
-W.MUH.3.gab.null.null.1.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.7,0.15,normal,172.2,19.7,lognormal,181.3,0.09,lognormal,183.5,0.1
-W.MUH.3.gab.null.null.1.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,125.2,17.0,normal,148.9,15.6,lognormal,158.5,0.1,lognormal,159.6,0.1
-W.MUH.3.gab.null.null.1.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.8,16.1,normal,141.8,17.0,normal,150.7,14.7,lognormal,153.0,0.11
-W.MUH.3.gab.null.null.1.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.8,0.15,normal,157.7,16.8,lognormal,167.7,0.1,lognormal,169.2,0.1
-W.MUH.3.gab.null.null.1.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.0,normal,167.5,18.7,lognormal,176.4,0.09,normal,178.1,15.8
-W.MUH.3.hip.null.null.0.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.6,0.14,normal,153.1,17.4,normal,173.2,16.9,normal,212.1,16.6
-W.MUH.3.hip.null.null.0.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.4,0.14,normal,128.8,13.9,lognormal,147.6,0.11,lognormal,178.5,0.09
-W.MUH.3.hip.null.null.0.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.3,normal,126.3,14.7,lognormal,140.1,0.1,normal,162.9,13.3
-W.MUH.3.hip.null.null.0.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.14,normal,138.3,15.2,normal,156.7,14.4,normal,193.5,16.7
-W.MUH.3.hip.null.null.0.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.2,normal,147.6,16.3,normal,167.7,16.5,normal,205.5,15.8
-W.MUH.3.hip.null.null.0.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,17.9,normal,157.2,19.1,lognormal,179.8,0.12,normal,223.3,20.7
-W.MUH.3.hip.null.null.0.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.3,normal,138.2,17.2,normal,156.6,15.9,normal,192.2,18.1
-W.MUH.3.hip.null.null.0.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.7,normal,128.9,15.9,lognormal,147.9,0.12,normal,177.6,15.7
-W.MUH.3.hip.null.null.0.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,normal,145.4,18.0,lognormal,165.4,0.11,normal,202.2,16.0
-W.MUH.3.hip.null.null.0.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,18.0,normal,153.2,18.8,normal,175.1,19.3,lognormal,215.4,0.09
-W.MUH.3.hip.null.null.0.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.8,normal,152.1,17.0,normal,173.4,16.4,lognormal,186.1,0.08
-W.MUH.3.hip.null.null.0.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.6,0.14,lognormal,129.4,0.12,normal,146.8,14.2,lognormal,158.9,0.09
-W.MUH.3.hip.null.null.0.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.3,normal,126.1,15.1,normal,140.0,12.9,normal,148.9,12.0
-W.MUH.3.hip.null.null.0.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.2,15.6,normal,156.9,15.0,lognormal,169.6,0.09
-W.MUH.3.hip.null.null.0.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,normal,148.2,17.0,lognormal,167.3,0.1,normal,180.1,14.1
-W.MUH.3.hip.null.null.0.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.3,0.15,normal,157.6,19.7,normal,179.2,18.6,lognormal,194.5,0.09
-W.MUH.3.hip.null.null.0.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,138.3,17.3,normal,155.4,14.8,lognormal,168.9,0.1
-W.MUH.3.hip.null.null.0.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.6,normal,128.6,16.4,normal,147.7,17.1,normal,159.6,14.3
-W.MUH.3.hip.null.null.0.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.8,0.15,lognormal,147.0,0.14,normal,164.6,16.0,lognormal,179.4,0.1
-W.MUH.3.hip.null.null.0.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.4,normal,153.4,18.9,normal,173.5,18.3,lognormal,189.8,0.1
-W.MUH.3.hip.null.null.0.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.14,normal,166.2,18.9,normal,189.7,17.9,normal,237.0,25.1
-W.MUH.3.hip.null.null.0.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,136.3,0.13,normal,157.0,17.0,normal,188.8,15.7
-W.MUH.3.hip.null.null.0.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.6,lognormal,138.1,0.11,normal,153.6,13.5,lognormal,171.0,0.09
-W.MUH.3.hip.null.null.0.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.6,0.13,lognormal,148.3,0.13,lognormal,170.1,0.12,normal,203.8,16.6
-W.MUH.3.hip.null.null.0.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.13,lognormal,159.1,0.12,normal,181.8,17.5,normal,218.0,17.0
-W.MUH.3.hip.null.null.0.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.0,19.9,normal,184.0,23.8,normal,222.3,30.2,lognormal,250.0,0.08
-W.MUH.3.hip.null.null.0.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.3,0.15,normal,157.1,18.0,normal,184.6,20.0,normal,207.9,18.5
-W.MUH.3.hip.null.null.0.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,16.8,normal,151.9,20.0,normal,173.1,19.0,normal,185.4,16.8
-W.MUH.3.hip.null.null.0.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,18.2,lognormal,168.0,0.13,normal,199.4,24.0,normal,219.2,14.1
-W.MUH.3.hip.null.null.0.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,19.1,normal,178.2,21.4,lognormal,212.8,0.14,lognormal,250.0,0.1
-W.MUH.3.hip.null.null.0.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,17.8,lognormal,165.3,0.12,lognormal,182.9,0.1,lognormal,187.7,0.09
-W.MUH.3.hip.null.null.0.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.2,0.14,lognormal,136.5,0.13,normal,152.8,14.6,normal,158.3,12.9
-W.MUH.3.hip.null.null.0.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.8,normal,137.3,13.7,normal,146.6,11.7,normal,148.5,12.2
-W.MUH.3.hip.null.null.0.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.0,lognormal,148.3,0.13,lognormal,163.6,0.1,lognormal,169.8,0.09
-W.MUH.3.hip.null.null.0.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.4,lognormal,158.5,0.12,normal,175.0,14.6,normal,180.0,14.3
-W.MUH.3.hip.null.null.0.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.5,normal,180.5,20.4,lognormal,193.7,0.11,lognormal,198.2,0.11
-W.MUH.3.hip.null.null.0.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,16.7,normal,155.5,17.3,lognormal,165.7,0.09,lognormal,168.9,0.1
-W.MUH.3.hip.null.null.0.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.9,normal,148.4,17.5,normal,156.6,13.9,normal,159.2,14.3
-W.MUH.3.hip.null.null.0.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,17.9,normal,164.3,17.4,lognormal,175.6,0.1,lognormal,178.5,0.1
-W.MUH.3.hip.null.null.0.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,18.5,normal,174.2,19.2,normal,185.8,16.6,lognormal,189.9,0.1
-W.MUH.3.hip.null.null.0.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.9,normal,155.3,17.9,normal,179.7,18.3,normal,226.0,17.3
-W.MUH.3.hip.null.null.0.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.2,0.14,normal,130.8,15.0,normal,151.9,16.2,normal,187.8,17.0
-W.MUH.3.hip.null.null.0.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,14.0,normal,128.6,15.3,normal,147.5,15.4,normal,170.3,13.7
-W.MUH.3.hip.null.null.0.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.14,normal,140.0,16.2,lognormal,162.7,0.11,normal,203.1,18.0
-W.MUH.3.hip.null.null.0.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.9,lognormal,150.3,0.13,normal,175.0,19.5,lognormal,226.5,0.11
-W.MUH.3.hip.null.null.0.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.5,normal,161.3,20.8,normal,190.1,25.0,normal,250.0,20.0
-W.MUH.3.hip.null.null.0.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,lognormal,141.7,0.15,normal,167.4,21.6,normal,208.4,18.0
-W.MUH.3.hip.null.null.0.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.2,0.16,lognormal,132.7,0.15,normal,156.2,20.4,lognormal,186.7,0.1
-W.MUH.3.hip.null.null.0.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,lognormal,150.0,0.15,normal,177.3,23.0,normal,233.8,22.4
-W.MUH.3.hip.null.null.0.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.6,0.15,normal,157.5,20.9,normal,183.7,23.2,normal,249.9,20.3
-W.MUH.3.hip.null.null.0.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.7,normal,155.1,18.0,normal,177.1,17.4,lognormal,188.1,0.09
-W.MUH.3.hip.null.null.0.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.9,normal,130.9,15.3,normal,149.3,14.9,lognormal,158.0,0.09
-W.MUH.3.hip.null.null.0.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.4,normal,128.9,15.8,normal,143.7,13.7,normal,148.9,12.1
-W.MUH.3.hip.null.null.0.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,15.2,normal,139.9,16.2,normal,159.8,15.5,lognormal,169.6,0.09
-W.MUH.3.hip.null.null.0.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.2,normal,150.0,17.2,lognormal,171.8,0.11,normal,180.6,14.7
-W.MUH.3.hip.null.null.0.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,17.4,lognormal,162.3,0.15,normal,182.8,19.3,lognormal,193.0,0.09
-W.MUH.3.hip.null.null.0.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.6,normal,140.9,18.1,normal,159.7,16.7,lognormal,169.0,0.1
-W.MUH.3.hip.null.null.0.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.5,normal,132.6,18.1,normal,150.7,16.9,lognormal,159.8,0.1
-W.MUH.3.hip.null.null.0.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.15,lognormal,150.1,0.15,normal,169.6,17.9,lognormal,179.3,0.09
-W.MUH.3.hip.null.null.0.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.0,lognormal,158.4,0.15,normal,177.0,18.3,lognormal,188.3,0.1
-W.MUH.3.hip.null.null.0.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.14,lognormal,166.3,0.12,normal,191.9,20.4,normal,228.0,20.4
-W.MUH.3.hip.null.null.0.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.14,normal,136.0,15.5,normal,156.6,16.9,normal,187.8,15.9
-W.MUH.3.hip.null.null.0.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.3,normal,138.2,14.5,lognormal,153.6,0.09,normal,170.3,13.6
-W.MUH.3.hip.null.null.0.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,15.8,lognormal,148.2,0.13,lognormal,171.0,0.12,normal,203.3,16.7
-W.MUH.3.hip.null.null.0.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.0,0.13,normal,159.0,17.9,normal,182.8,18.4,normal,217.3,18.0
-W.MUH.3.hip.null.null.0.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.4,0.15,normal,182.0,22.1,lognormal,217.9,0.15,lognormal,250.0,0.08
-W.MUH.3.hip.null.null.0.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.0,normal,156.8,17.4,normal,184.2,19.7,normal,207.1,16.2
-W.MUH.3.hip.null.null.0.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,16.9,normal,151.4,19.8,normal,172.1,18.2,lognormal,186.1,0.1
-W.MUH.3.hip.null.null.0.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.2,normal,166.6,18.7,normal,195.6,19.4,normal,233.9,22.1
-W.MUH.3.hip.null.null.0.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.6,0.15,lognormal,178.5,0.14,normal,209.1,25.2,normal,249.2,22.1
-W.MUH.3.hip.null.null.0.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.14,lognormal,165.4,0.12,normal,181.5,14.9,lognormal,187.4,0.09
-W.MUH.3.hip.null.null.0.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.14,lognormal,136.8,0.13,normal,153.0,14.5,normal,158.7,13.1
-W.MUH.3.hip.null.null.0.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.4,normal,137.7,14.4,normal,146.7,11.7,lognormal,148.8,0.09
-W.MUH.3.hip.null.null.0.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,164.1,0.1,lognormal,170.1,0.09
-W.MUH.3.hip.null.null.0.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,16.4,normal,158.4,17.7,normal,174.9,14.5,normal,180.4,14.4
-W.MUH.3.hip.null.null.0.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.3,19.9,normal,179.6,19.5,lognormal,192.6,0.1,lognormal,195.5,0.1
-W.MUH.3.hip.null.null.0.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,16.9,normal,155.3,16.8,lognormal,165.6,0.09,normal,168.2,15.0
-W.MUH.3.hip.null.null.0.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.15,normal,148.1,17.3,lognormal,156.9,0.1,lognormal,159.2,0.1
-W.MUH.3.hip.null.null.0.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.14,normal,165.2,17.9,lognormal,175.5,0.09,lognormal,178.0,0.09
-W.MUH.3.hip.null.null.0.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.7,0.14,normal,174.6,19.3,normal,185.8,16.3,lognormal,190.1,0.1
-W.MUH.3.hip.null.null.1.6d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.6,0.14,normal,153.1,17.4,normal,173.2,16.9,normal,212.1,16.6
-W.MUH.3.hip.null.null.1.6d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.4,0.14,normal,128.8,13.9,lognormal,147.6,0.11,lognormal,178.5,0.09
-W.MUH.3.hip.null.null.1.6d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.3,normal,126.3,14.7,lognormal,140.1,0.1,normal,162.9,13.3
-W.MUH.3.hip.null.null.1.6d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.14,normal,138.3,15.2,normal,156.7,14.4,normal,193.5,16.7
-W.MUH.3.hip.null.null.1.6d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.2,normal,147.6,16.3,normal,167.7,16.5,normal,205.5,15.8
-W.MUH.3.hip.null.null.1.6d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.3,17.9,normal,157.2,19.1,lognormal,179.8,0.12,normal,223.3,20.7
-W.MUH.3.hip.null.null.1.6d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.3,normal,138.2,17.2,normal,156.6,15.9,normal,192.2,18.1
-W.MUH.3.hip.null.null.1.6d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.7,normal,128.9,15.9,lognormal,147.9,0.12,normal,177.6,15.7
-W.MUH.3.hip.null.null.1.6d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.1,0.15,normal,145.4,18.0,lognormal,165.4,0.11,normal,202.2,16.0
-W.MUH.3.hip.null.null.1.6d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,18.0,normal,153.2,18.8,normal,175.1,19.3,lognormal,215.4,0.09
-W.MUH.3.hip.null.null.1.6d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.8,normal,152.1,17.0,normal,173.4,16.4,lognormal,186.1,0.08
-W.MUH.3.hip.null.null.1.6d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.6,0.14,lognormal,129.4,0.12,normal,146.8,14.2,lognormal,158.9,0.09
-W.MUH.3.hip.null.null.1.6d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.3,normal,126.1,15.1,normal,140.0,12.9,normal,148.9,12.0
-W.MUH.3.hip.null.null.1.6d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.8,0.14,normal,138.2,15.6,normal,156.9,15.0,lognormal,169.6,0.09
-W.MUH.3.hip.null.null.1.6d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,normal,148.2,17.0,lognormal,167.3,0.1,normal,180.1,14.1
-W.MUH.3.hip.null.null.1.6d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.3,0.15,normal,157.6,19.7,normal,179.2,18.6,lognormal,194.5,0.09
-W.MUH.3.hip.null.null.1.6d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,138.3,17.3,normal,155.4,14.8,lognormal,168.9,0.1
-W.MUH.3.hip.null.null.1.6d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.6,14.6,normal,128.6,16.4,normal,147.7,17.1,normal,159.6,14.3
-W.MUH.3.hip.null.null.1.6d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.8,0.15,lognormal,147.0,0.14,normal,164.6,16.0,lognormal,179.4,0.1
-W.MUH.3.hip.null.null.1.6d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.4,normal,153.4,18.9,normal,173.5,18.3,lognormal,189.8,0.1
-W.MUH.3.hip.null.null.1.6s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.14,normal,166.2,18.9,normal,189.7,17.9,normal,237.0,25.1
-W.MUH.3.hip.null.null.1.6s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.14,lognormal,136.3,0.13,normal,157.0,17.0,normal,188.8,15.7
-W.MUH.3.hip.null.null.1.6s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.6,lognormal,138.1,0.11,normal,153.6,13.5,lognormal,171.0,0.09
-W.MUH.3.hip.null.null.1.6s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.6,0.13,lognormal,148.3,0.13,lognormal,170.1,0.12,normal,203.8,16.6
-W.MUH.3.hip.null.null.1.6s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.0,0.13,lognormal,159.1,0.12,normal,181.8,17.5,normal,218.0,17.0
-W.MUH.3.hip.null.null.1.6s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.0,19.9,normal,184.0,23.8,normal,222.3,30.2,lognormal,250.0,0.08
-W.MUH.3.hip.null.null.1.6s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.3,0.15,normal,157.1,18.0,normal,184.6,20.0,normal,207.9,18.5
-W.MUH.3.hip.null.null.1.6s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.1,16.8,normal,151.9,20.0,normal,173.1,19.0,normal,185.4,16.8
-W.MUH.3.hip.null.null.1.6s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.3,18.2,lognormal,168.0,0.13,normal,199.4,24.0,normal,219.2,14.1
-W.MUH.3.hip.null.null.1.6s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.9,19.1,normal,178.2,21.4,lognormal,212.8,0.14,lognormal,250.0,0.1
-W.MUH.3.hip.null.null.1.6s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.9,17.8,lognormal,165.3,0.12,lognormal,182.9,0.1,lognormal,187.7,0.09
-W.MUH.3.hip.null.null.1.6s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.2,0.14,lognormal,136.5,0.13,normal,152.8,14.6,normal,158.3,12.9
-W.MUH.3.hip.null.null.1.6s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.8,normal,137.3,13.7,normal,146.6,11.7,normal,148.5,12.2
-W.MUH.3.hip.null.null.1.6s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.0,lognormal,148.3,0.13,lognormal,163.6,0.1,lognormal,169.8,0.09
-W.MUH.3.hip.null.null.1.6s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.4,lognormal,158.5,0.12,normal,175.0,14.6,normal,180.0,14.3
-W.MUH.3.hip.null.null.1.6s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,149.9,19.5,normal,180.5,20.4,lognormal,193.7,0.11,lognormal,198.2,0.11
-W.MUH.3.hip.null.null.1.6s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.1,16.7,normal,155.5,17.3,lognormal,165.7,0.09,lognormal,168.9,0.1
-W.MUH.3.hip.null.null.1.6s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.9,normal,148.4,17.5,normal,156.6,13.9,normal,159.2,14.3
-W.MUH.3.hip.null.null.1.6s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,17.9,normal,164.3,17.4,lognormal,175.6,0.1,lognormal,178.5,0.1
-W.MUH.3.hip.null.null.1.6s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,145.4,18.5,normal,174.2,19.2,normal,185.8,16.6,lognormal,189.9,0.1
-W.MUH.3.hip.null.null.1.8d.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.9,normal,155.3,17.9,normal,179.7,18.3,normal,226.0,17.3
-W.MUH.3.hip.null.null.1.8d.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.2,0.14,normal,130.8,15.0,normal,151.9,16.2,normal,187.8,17.0
-W.MUH.3.hip.null.null.1.8d.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,14.0,normal,128.6,15.3,normal,147.5,15.4,normal,170.3,13.7
-W.MUH.3.hip.null.null.1.8d.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.14,normal,140.0,16.2,lognormal,162.7,0.11,normal,203.1,18.0
-W.MUH.3.hip.null.null.1.8d.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.9,lognormal,150.3,0.13,normal,175.0,19.5,lognormal,226.5,0.11
-W.MUH.3.hip.null.null.1.8d.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,17.5,normal,161.3,20.8,normal,190.1,25.0,normal,250.0,20.0
-W.MUH.3.hip.null.null.1.8d.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.7,0.15,lognormal,141.7,0.15,normal,167.4,21.6,normal,208.4,18.0
-W.MUH.3.hip.null.null.1.8d.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.2,0.16,lognormal,132.7,0.15,normal,156.2,20.4,lognormal,186.7,0.1
-W.MUH.3.hip.null.null.1.8d.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.15,lognormal,150.0,0.15,normal,177.3,23.0,normal,233.8,22.4
-W.MUH.3.hip.null.null.1.8d.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.6,0.15,normal,157.5,20.9,normal,183.7,23.2,normal,249.9,20.3
-W.MUH.3.hip.null.null.1.8d.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.7,normal,155.1,18.0,normal,177.1,17.4,lognormal,188.1,0.09
-W.MUH.3.hip.null.null.1.8d.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.9,normal,130.9,15.3,normal,149.3,14.9,lognormal,158.0,0.09
-W.MUH.3.hip.null.null.1.8d.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.6,14.4,normal,128.9,15.8,normal,143.7,13.7,normal,148.9,12.1
-W.MUH.3.hip.null.null.1.8d.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,15.2,normal,139.9,16.2,normal,159.8,15.5,lognormal,169.6,0.09
-W.MUH.3.hip.null.null.1.8d.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.2,normal,150.0,17.2,lognormal,171.8,0.11,normal,180.6,14.7
-W.MUH.3.hip.null.null.1.8d.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,17.4,lognormal,162.3,0.15,normal,182.8,19.3,lognormal,193.0,0.09
-W.MUH.3.hip.null.null.1.8d.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,15.6,normal,140.9,18.1,normal,159.7,16.7,lognormal,169.0,0.1
-W.MUH.3.hip.null.null.1.8d.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.5,normal,132.6,18.1,normal,150.7,16.9,lognormal,159.8,0.1
-W.MUH.3.hip.null.null.1.8d.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.15,lognormal,150.1,0.15,normal,169.6,17.9,lognormal,179.3,0.09
-W.MUH.3.hip.null.null.1.8d.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.0,lognormal,158.4,0.15,normal,177.0,18.3,lognormal,188.3,0.1
-W.MUH.3.hip.null.null.1.8s.strap.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.9,0.14,lognormal,166.3,0.12,normal,191.9,20.4,normal,228.0,20.4
-W.MUH.3.hip.null.null.1.8s.strap.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.14,normal,136.0,15.5,normal,156.6,16.9,normal,187.8,15.9
-W.MUH.3.hip.null.null.1.8s.strap.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.3,normal,138.2,14.5,lognormal,153.6,0.09,normal,170.3,13.6
-W.MUH.3.hip.null.null.1.8s.strap.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,15.8,lognormal,148.2,0.13,lognormal,171.0,0.12,normal,203.3,16.7
-W.MUH.3.hip.null.null.1.8s.strap.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.0,0.13,normal,159.0,17.9,normal,182.8,18.4,normal,217.3,18.0
-W.MUH.3.hip.null.null.1.8s.strap.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.4,0.15,normal,182.0,22.1,lognormal,217.9,0.15,lognormal,250.0,0.08
-W.MUH.3.hip.null.null.1.8s.strap.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.0,normal,156.8,17.4,normal,184.2,19.7,normal,207.1,16.2
-W.MUH.3.hip.null.null.1.8s.strap.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,16.9,normal,151.4,19.8,normal,172.1,18.2,lognormal,186.1,0.1
-W.MUH.3.hip.null.null.1.8s.strap.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.2,18.2,normal,166.6,18.7,normal,195.6,19.4,normal,233.9,22.1
-W.MUH.3.hip.null.null.1.8s.strap.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,146.6,0.15,lognormal,178.5,0.14,normal,209.1,25.2,normal,249.2,22.1
-W.MUH.3.hip.null.null.1.8s.tnail.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.8,0.14,lognormal,165.4,0.12,normal,181.5,14.9,lognormal,187.4,0.09
-W.MUH.3.hip.null.null.1.8s.tnail.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.4,0.14,lognormal,136.8,0.13,normal,153.0,14.5,normal,158.7,13.1
-W.MUH.3.hip.null.null.1.8s.tnail.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,119.0,15.4,normal,137.7,14.4,normal,146.7,11.7,lognormal,148.8,0.09
-W.MUH.3.hip.null.null.1.8s.tnail.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.9,0.13,lognormal,148.6,0.13,lognormal,164.1,0.1,lognormal,170.1,0.09
-W.MUH.3.hip.null.null.1.8s.tnail.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,16.4,normal,158.4,17.7,normal,174.9,14.5,normal,180.4,14.4
-W.MUH.3.hip.null.null.1.8s.tnail.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,150.3,19.9,normal,179.6,19.5,lognormal,192.6,0.1,lognormal,195.5,0.1
-W.MUH.3.hip.null.null.1.8s.tnail.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.4,16.9,normal,155.3,16.8,lognormal,165.6,0.09,normal,168.2,15.0
-W.MUH.3.hip.null.null.1.8s.tnail.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.7,0.15,normal,148.1,17.3,lognormal,156.9,0.1,lognormal,159.2,0.1
-W.MUH.3.hip.null.null.1.8s.tnail.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.14,normal,165.2,17.9,lognormal,175.5,0.09,lognormal,178.0,0.09
-W.MUH.3.hip.null.null.1.8s.tnail.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.7,0.14,normal,174.6,19.3,normal,185.8,16.3,lognormal,190.1,0.1
-W.SF.1.gab.0.6d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,143.2,16.4,normal,164.1,15.9,normal,180.5,15.7
-W.SF.1.gab.0.6d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,13.7,normal,122.5,14.0,lognormal,138.0,0.1,normal,150.9,13.3
-W.SF.1.gab.0.6d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,13.8,normal,116.6,14.6,lognormal,130.7,0.1,lognormal,139.1,0.09
-W.SF.1.gab.0.6d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,15.0,normal,130.1,14.7,lognormal,148.0,0.1,lognormal,164.1,0.1
-W.SF.1.gab.0.6d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,15.9,normal,138.0,15.6,normal,157.6,14.8,lognormal,175.8,0.1
-W.SF.1.gab.0.6d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,16.6,lognormal,146.1,0.14,normal,169.0,18.0,lognormal,192.5,0.11
-W.SF.1.gab.0.6d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,15.0,normal,127.5,16.3,lognormal,147.0,0.11,lognormal,164.5,0.11
-W.SF.1.gab.0.6d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,14.1,lognormal,118.7,0.15,lognormal,138.9,0.12,normal,158.4,16.7
-W.SF.1.gab.0.6d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,16.1,normal,134.5,17.0,normal,156.5,16.9,normal,175.4,17.1
-W.SF.1.gab.0.6d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.2,0.16,lognormal,142.2,0.14,normal,164.2,17.6,lognormal,187.0,0.11
-W.SF.1.gab.0.6d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,16.3,normal,143.8,16.2,normal,163.1,14.5,lognormal,187.8,0.1
-W.SF.1.gab.0.6d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,normal,122.2,13.2,normal,136.5,11.8,normal,154.9,13.9
-W.SF.1.gab.0.6d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,13.9,normal,117.0,13.4,normal,129.1,11.6,normal,139.5,12.5
-W.SF.1.gab.0.6d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.8,normal,130.2,13.7,lognormal,147.8,0.1,normal,167.9,14.8
-W.SF.1.gab.0.6d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.7,normal,138.9,15.1,normal,157.2,13.4,lognormal,181.2,0.1
-W.SF.1.gab.0.6d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,17.2,normal,147.0,17.8,normal,170.0,17.7,lognormal,197.1,0.11
-W.SF.1.gab.0.6d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,15.2,normal,128.9,16.0,normal,148.5,15.7,lognormal,169.2,0.1
-W.SF.1.gab.0.6d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.8,0.15,lognormal,120.0,0.14,lognormal,139.3,0.12,normal,161.6,16.8
-W.SF.1.gab.0.6d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.15,normal,136.7,17.0,normal,156.7,16.0,lognormal,180.8,0.11
-W.SF.1.gab.0.6d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.15,lognormal,143.1,0.13,normal,165.1,16.8,lognormal,189.9,0.11
-W.SF.1.gab.0.6d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.5,0.14,normal,143.6,16.2,normal,161.4,13.8,lognormal,185.4,0.11
-W.SF.1.gab.0.6d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,12.5,normal,120.8,12.6,normal,134.9,11.9,lognormal,154.0,0.1
-W.SF.1.gab.0.6d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.14,normal,114.7,13.0,normal,126.3,11.6,normal,139.4,13.6
-W.SF.1.gab.0.6d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.6,normal,129.9,13.8,lognormal,145.3,0.09,lognormal,165.1,0.1
-W.SF.1.gab.0.6d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.9,0.14,normal,138.2,14.6,normal,156.0,13.6,lognormal,177.5,0.1
-W.SF.1.gab.0.6d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,normal,142.8,16.2,normal,158.7,14.0,lognormal,164.8,0.1
-W.SF.1.gab.0.6d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,13.8,normal,121.6,13.7,normal,130.3,12.4,lognormal,132.8,0.11
-W.SF.1.gab.0.6d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.4,0.16,normal,116.0,14.1,normal,128.8,13.2,normal,134.1,15.2
-W.SF.1.gab.0.6d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,14.7,normal,129.6,14.1,lognormal,140.8,0.1,lognormal,144.2,0.11
-W.SF.1.gab.0.6d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.2,0.15,normal,138.5,15.8,normal,152.5,13.6,lognormal,156.6,0.1
-W.SF.1.gab.0.6d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,17.2,lognormal,146.9,0.15,lognormal,168.5,0.11,lognormal,186.1,0.1
-W.SF.1.gab.0.6d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,15.2,normal,127.8,16.3,normal,146.2,15.6,normal,156.9,16.5
-W.SF.1.gab.0.6d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,14.0,lognormal,118.3,0.14,lognormal,138.2,0.12,lognormal,155.5,0.12
-W.SF.1.gab.0.6d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.6,0.15,normal,134.3,17.1,lognormal,154.8,0.11,normal,169.8,18.1
-W.SF.1.gab.0.6d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,16.8,normal,141.4,17.5,normal,163.2,16.3,normal,179.3,17.6
-W.SF.1.gab.0.6d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,16.5,normal,144.2,16.8,normal,160.5,13.9,normal,170.1,16.5
-W.SF.1.gab.0.6d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,normal,121.9,12.9,lognormal,132.0,0.1,lognormal,138.8,0.12
-W.SF.1.gab.0.6d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.2,0.15,normal,116.1,12.9,normal,126.0,11.5,normal,130.3,13.1
-W.SF.1.gab.0.6d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.6,normal,130.1,13.8,normal,143.0,12.8,lognormal,151.2,0.12
-W.SF.1.gab.0.6d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.8,lognormal,139.4,0.12,normal,155.0,13.7,lognormal,163.2,0.1
-W.SF.1.gab.0.6d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,17.1,lognormal,147.8,0.14,normal,168.3,16.9,lognormal,186.6,0.11
-W.SF.1.gab.0.6d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.9,0.15,normal,128.6,15.8,lognormal,145.7,0.11,lognormal,158.7,0.12
-W.SF.1.gab.0.6d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.0,0.16,normal,119.8,15.1,lognormal,138.9,0.12,lognormal,155.6,0.11
-W.SF.1.gab.0.6d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,136.0,16.7,normal,155.2,15.4,lognormal,169.7,0.11
-W.SF.1.gab.0.6d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.15,lognormal,143.2,0.14,normal,163.7,16.2,normal,180.4,16.8
-W.SF.1.gab.0.6d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.9,0.15,normal,143.1,15.4,normal,157.0,13.0,lognormal,163.2,0.1
-W.SF.1.gab.0.6d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,12.8,normal,119.3,12.0,normal,127.8,12.5,lognormal,131.1,0.12
-W.SF.1.gab.0.6d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.14,normal,111.3,11.6,lognormal,118.7,0.12,lognormal,120.5,0.13
-W.SF.1.gab.0.6d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.8,normal,128.4,13.1,normal,138.8,12.2,lognormal,143.1,0.11
-W.SF.1.gab.0.6d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.7,0.14,normal,138.1,14.6,lognormal,151.3,0.1,lognormal,156.0,0.11
-W.SF.1.gab.0.6s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.4,normal,159.9,16.5,normal,181.8,16.9,normal,203.7,19.4
-W.SF.1.gab.0.6s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,14.5,normal,131.4,13.6,normal,147.6,14.5,normal,164.8,17.0
-W.SF.1.gab.0.6s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.2,normal,129.9,13.9,lognormal,138.8,0.1,lognormal,147.4,0.11
-W.SF.1.gab.0.6s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.4,lognormal,142.6,0.12,normal,159.9,14.5,normal,179.4,17.8
-W.SF.1.gab.0.6s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.5,normal,153.7,16.0,normal,175.3,17.5,normal,197.0,20.6
-W.SF.1.gab.0.6s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,19.0,normal,176.0,23.4,normal,204.6,21.4,lognormal,250.0,0.12
-W.SF.1.gab.0.6s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.3,0.15,normal,151.4,18.3,normal,173.9,17.6,lognormal,192.5,0.12
-W.SF.1.gab.0.6s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,15.9,normal,143.2,19.3,normal,167.9,19.6,normal,186.4,19.1
-W.SF.1.gab.0.6s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,18.0,normal,160.6,19.5,normal,187.5,19.2,normal,205.5,18.5
-W.SF.1.gab.0.6s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.15,normal,170.0,20.7,normal,198.9,21.2,lognormal,218.9,0.09
-W.SF.1.gab.0.6s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.1,0.13,lognormal,158.1,0.11,normal,175.6,15.9,normal,202.6,21.3
-W.SF.1.gab.0.6s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,14.1,normal,128.9,12.9,lognormal,142.9,0.1,normal,161.6,16.2
-W.SF.1.gab.0.6s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.5,normal,128.3,13.4,normal,135.1,12.4,lognormal,144.5,0.11
-W.SF.1.gab.0.6s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.13,lognormal,140.2,0.11,normal,155.6,14.3,normal,178.4,19.2
-W.SF.1.gab.0.6s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,16.5,normal,152.0,15.7,lognormal,169.7,0.11,normal,192.9,19.2
-W.SF.1.gab.0.6s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.7,20.2,normal,176.1,21.4,normal,206.0,23.2,normal,247.5,26.4
-W.SF.1.gab.0.6s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.3,0.15,lognormal,151.4,0.13,normal,172.1,18.0,lognormal,193.8,0.12
-W.SF.1.gab.0.6s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.3,0.16,normal,144.7,19.1,normal,168.0,18.9,normal,184.3,19.1
-W.SF.1.gab.0.6s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,17.8,normal,160.6,18.0,lognormal,185.1,0.11,normal,207.6,19.1
-W.SF.1.gab.0.6s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.9,0.15,normal,169.8,20.5,normal,198.3,20.9,normal,225.3,20.4
-W.SF.1.gab.0.6s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.1,0.13,lognormal,158.1,0.11,normal,175.6,15.9,normal,202.6,21.3
-W.SF.1.gab.0.6s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,14.1,normal,128.9,12.9,lognormal,142.9,0.1,normal,161.6,16.2
-W.SF.1.gab.0.6s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.5,normal,128.3,13.4,normal,135.1,12.4,lognormal,144.5,0.11
-W.SF.1.gab.0.6s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.13,lognormal,140.2,0.11,normal,155.6,14.3,normal,178.4,19.2
-W.SF.1.gab.0.6s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,16.5,normal,152.0,15.7,lognormal,169.7,0.11,normal,192.9,19.2
-W.SF.1.gab.0.6s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.2,17.0,normal,156.5,14.7,lognormal,163.5,0.1,lognormal,164.8,0.1
-W.SF.1.gab.0.6s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,14.6,lognormal,128.8,0.11,lognormal,132.7,0.11,lognormal,133.1,0.11
-W.SF.1.gab.0.6s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,15.1,normal,129.1,14.6,normal,133.5,14.8,normal,134.1,15.0
-W.SF.1.gab.0.6s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.5,lognormal,139.6,0.11,lognormal,144.6,0.11,lognormal,145.0,0.11
-W.SF.1.gab.0.6s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.5,lognormal,151.0,0.11,lognormal,156.5,0.1,normal,157.6,15.5
-W.SF.1.gab.0.6s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,19.5,lognormal,172.2,0.13,normal,186.6,17.4,normal,190.4,17.7
-W.SF.1.gab.0.6s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.15,lognormal,147.3,0.13,normal,156.8,17.3,normal,158.9,18.0
-W.SF.1.gab.0.6s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.1,normal,141.5,18.7,normal,154.7,16.1,normal,157.8,15.9
-W.SF.1.gab.0.6s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,17.8,normal,158.1,18.8,lognormal,170.2,0.12,lognormal,173.0,0.12
-W.SF.1.gab.0.6s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,18.4,normal,167.7,21.1,normal,180.8,18.3,normal,184.6,19.4
-W.SF.1.gab.0.6s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.7,0.14,normal,155.8,15.2,lognormal,166.2,0.1,lognormal,171.6,0.12
-W.SF.1.gab.0.6s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,14.3,normal,126.7,12.1,normal,134.2,13.2,lognormal,138.9,0.12
-W.SF.1.gab.0.6s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.7,normal,125.4,13.0,normal,129.4,13.0,normal,130.8,13.3
-W.SF.1.gab.0.6s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,15.1,normal,137.7,13.4,normal,146.0,14.2,lognormal,151.5,0.12
-W.SF.1.gab.0.6s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.2,15.6,normal,149.4,14.9,lognormal,158.1,0.1,lognormal,163.9,0.12
-W.SF.1.gab.0.6s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.5,0.16,normal,172.1,18.7,lognormal,184.9,0.1,lognormal,187.5,0.1
-W.SF.1.gab.0.6s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.6,normal,147.3,16.8,normal,156.3,16.4,normal,159.4,17.8
-W.SF.1.gab.0.6s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,15.9,normal,142.2,17.6,lognormal,153.8,0.11,normal,156.1,15.6
-W.SF.1.gab.0.6s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,17.3,normal,158.0,18.2,normal,168.8,17.0,normal,171.6,18.1
-W.SF.1.gab.0.6s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,18.1,normal,167.3,18.6,normal,178.0,16.5,normal,180.1,16.8
-W.SF.1.gab.0.6s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.7,0.14,normal,155.8,15.2,lognormal,166.2,0.1,lognormal,171.6,0.12
-W.SF.1.gab.0.6s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,14.3,normal,126.7,12.1,normal,134.2,13.2,lognormal,138.9,0.12
-W.SF.1.gab.0.6s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.7,normal,125.4,13.0,normal,129.4,13.0,normal,130.8,13.3
-W.SF.1.gab.0.6s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,15.1,normal,137.7,13.4,normal,146.0,14.2,lognormal,151.5,0.12
-W.SF.1.gab.0.6s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.2,15.6,normal,149.4,14.9,lognormal,158.1,0.1,lognormal,163.9,0.12
-W.SF.1.gab.0.8d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,normal,149.4,18.3,normal,175.3,19.8,lognormal,206.1,0.12
-W.SF.1.gab.0.8d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,13.8,normal,126.2,14.1,normal,144.4,14.0,lognormal,164.9,0.11
-W.SF.1.gab.0.8d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.5,0.15,normal,121.9,15.5,normal,135.8,13.3,lognormal,147.8,0.11
-W.SF.1.gab.0.8d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,14.8,normal,135.3,15.4,normal,156.7,15.8,lognormal,180.4,0.11
-W.SF.1.gab.0.8d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,15.8,normal,144.0,16.6,lognormal,167.9,0.11,normal,196.8,20.1
-W.SF.1.gab.0.8d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,17.1,normal,154.2,21.3,normal,183.5,22.2,lognormal,240.0,0.11
-W.SF.1.gab.0.8d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,15.4,normal,135.2,18.3,normal,160.6,19.5,lognormal,190.3,0.12
-W.SF.1.gab.0.8d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,14.1,normal,125.4,17.6,normal,151.3,20.6,normal,186.5,18.2
-W.SF.1.gab.0.8d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,16.0,normal,143.1,19.6,normal,170.9,21.6,normal,203.5,18.3
-W.SF.1.gab.0.8d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.16,normal,150.7,21.2,normal,179.1,22.2,lognormal,224.9,0.1
-W.SF.1.gab.0.8d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.4,normal,149.5,17.8,normal,172.5,17.5,normal,203.5,21.5
-W.SF.1.gab.0.8d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.0,normal,124.9,13.3,lognormal,140.8,0.1,normal,162.7,17.4
-W.SF.1.gab.0.8d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.7,0.16,normal,121.6,14.8,normal,133.6,13.2,lognormal,145.1,0.11
-W.SF.1.gab.0.8d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.7,normal,134.2,14.6,normal,152.5,14.9,normal,176.6,16.4
-W.SF.1.gab.0.8d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.9,0.15,normal,144.0,16.5,normal,165.1,16.3,normal,193.1,19.2
-W.SF.1.gab.0.8d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.6,0.16,normal,155.6,21.0,normal,187.2,24.3,lognormal,235.0,0.1
-W.SF.1.gab.0.8d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.3,normal,135.8,17.9,normal,159.6,18.0,lognormal,191.8,0.12
-W.SF.1.gab.0.8d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.4,0.16,lognormal,127.0,0.15,normal,152.0,19.4,normal,184.0,18.1
-W.SF.1.gab.0.8d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.1,normal,144.2,19.9,normal,171.6,20.8,normal,206.7,17.8
-W.SF.1.gab.0.8d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.16,normal,150.7,20.1,normal,181.8,22.8,normal,225.2,18.8
-W.SF.1.gab.0.8d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.1,0.15,normal,148.9,16.9,normal,172.2,17.5,normal,202.7,20.8
-W.SF.1.gab.0.8d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,12.7,normal,124.6,13.0,lognormal,140.8,0.1,normal,163.3,17.3
-W.SF.1.gab.0.8d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.5,0.14,normal,121.6,14.6,lognormal,135.3,0.11,lognormal,148.7,0.12
-W.SF.1.gab.0.8d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,13.9,normal,134.0,14.5,normal,153.2,15.2,normal,178.3,17.7
-W.SF.1.gab.0.8d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.9,0.14,lognormal,144.4,0.13,lognormal,166.0,0.11,normal,193.7,19.0
-W.SF.1.gab.0.8d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,149.3,18.4,normal,160.9,14.4,normal,165.2,15.9
-W.SF.1.gab.0.8d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,14.2,normal,123.8,13.1,normal,130.7,12.7,lognormal,132.1,0.11
-W.SF.1.gab.0.8d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.4,0.15,lognormal,120.8,0.14,normal,131.3,14.9,normal,134.6,15.6
-W.SF.1.gab.0.8d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,14.9,normal,133.4,14.4,lognormal,142.9,0.11,lognormal,145.2,0.12
-W.SF.1.gab.0.8d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,15.9,normal,143.2,16.4,normal,154.9,14.9,normal,157.6,15.2
-W.SF.1.gab.0.8d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,17.3,lognormal,153.7,0.15,normal,177.5,19.7,lognormal,191.2,0.11
-W.SF.1.gab.0.8d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,15.2,normal,133.4,17.3,normal,151.3,17.2,normal,158.8,17.6
-W.SF.1.gab.0.8d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.9,0.16,normal,125.0,17.4,normal,146.8,18.0,normal,158.7,16.5
-W.SF.1.gab.0.8d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.9,normal,141.0,18.5,normal,161.1,17.3,lognormal,173.0,0.12
-W.SF.1.gab.0.8d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,16.8,normal,149.7,20.7,normal,172.5,19.7,lognormal,185.5,0.11
-W.SF.1.gab.0.8d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.6,normal,149.0,17.2,lognormal,163.8,0.1,lognormal,170.4,0.11
-W.SF.1.gab.0.8d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.8,normal,123.4,12.7,lognormal,133.2,0.1,lognormal,138.8,0.12
-W.SF.1.gab.0.8d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,120.6,14.4,normal,128.0,12.4,normal,130.8,13.2
-W.SF.1.gab.0.8d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.7,0.14,normal,132.9,13.9,lognormal,144.7,0.1,lognormal,151.3,0.12
-W.SF.1.gab.0.8d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,15.7,normal,143.0,16.0,normal,156.3,13.4,lognormal,163.5,0.11
-W.SF.1.gab.0.8d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.15,normal,154.8,20.5,lognormal,176.5,0.11,lognormal,187.8,0.11
-W.SF.1.gab.0.8d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.0,0.15,normal,135.2,17.5,lognormal,152.2,0.12,normal,160.2,18.0
-W.SF.1.gab.0.8d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.4,0.16,lognormal,126.7,0.15,normal,147.1,17.3,lognormal,156.3,0.11
-W.SF.1.gab.0.8d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,16.0,normal,143.3,19.0,normal,163.0,17.2,normal,172.0,18.2
-W.SF.1.gab.0.8d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.9,0.16,normal,151.7,20.4,normal,171.8,17.9,lognormal,182.5,0.11
-W.SF.1.gab.0.8d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.1,0.15,normal,147.6,15.9,lognormal,159.0,0.09,lognormal,163.8,0.1
-W.SF.1.gab.0.8d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,12.6,lognormal,121.9,0.11,normal,128.2,12.5,normal,130.8,14.0
-W.SF.1.gab.0.8d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.14,lognormal,113.7,0.12,lognormal,118.9,0.13,lognormal,120.0,0.13
-W.SF.1.gab.0.8d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,13.8,normal,131.1,13.1,lognormal,139.9,0.1,lognormal,143.2,0.11
-W.SF.1.gab.0.8d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,15.3,normal,141.8,15.1,normal,151.6,13.2,lognormal,155.5,0.1
-W.SF.1.gab.0.8s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,17.5,normal,160.3,16.9,normal,182.4,18.0,lognormal,207.5,0.12
-W.SF.1.gab.0.8s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.8,lognormal,131.6,0.11,normal,148.0,14.6,lognormal,164.1,0.11
-W.SF.1.gab.0.8s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,15.4,normal,130.4,14.2,normal,139.2,13.4,normal,148.6,15.9
-W.SF.1.gab.0.8s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.3,normal,142.6,15.3,normal,160.5,14.8,normal,180.0,18.1
-W.SF.1.gab.0.8s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.8,normal,154.4,16.5,normal,175.1,17.6,normal,197.6,21.1
-W.SF.1.gab.0.8s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.7,0.15,normal,175.2,22.6,lognormal,208.3,0.13,normal,247.0,27.9
-W.SF.1.gab.0.8s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.1,0.16,lognormal,151.6,0.13,normal,174.8,19.1,lognormal,191.4,0.12
-W.SF.1.gab.0.8s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.8,0.16,normal,143.0,18.9,normal,166.9,19.0,normal,187.4,20.5
-W.SF.1.gab.0.8s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,17.5,normal,161.6,20.5,normal,185.8,18.4,normal,206.1,21.1
-W.SF.1.gab.0.8s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,19.0,normal,169.6,20.8,normal,200.0,22.2,normal,216.2,15.7
-W.SF.1.gab.0.8s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,17.3,normal,158.0,15.9,normal,177.2,17.0,normal,202.5,20.5
-W.SF.1.gab.0.8s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.1,normal,128.9,13.0,lognormal,141.9,0.1,lognormal,161.4,0.11
-W.SF.1.gab.0.8s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.5,normal,128.2,13.2,normal,135.4,12.9,lognormal,145.2,0.11
-W.SF.1.gab.0.8s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,15.2,normal,140.7,15.0,normal,155.2,14.1,normal,177.8,17.8
-W.SF.1.gab.0.8s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.6,0.13,normal,151.6,15.1,lognormal,170.3,0.11,normal,192.1,17.4
-W.SF.1.gab.0.8s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.2,0.15,normal,176.4,22.0,normal,207.8,24.7,normal,247.7,26.1
-W.SF.1.gab.0.8s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,16.7,normal,151.0,17.4,normal,172.4,18.3,lognormal,192.9,0.12
-W.SF.1.gab.0.8s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.9,0.16,normal,144.5,18.9,normal,168.9,20.3,normal,184.7,18.6
-W.SF.1.gab.0.8s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,17.8,normal,160.6,18.8,normal,184.7,18.5,normal,209.4,21.9
-W.SF.1.gab.0.8s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,18.4,lognormal,171.6,0.14,normal,198.7,21.0,normal,232.9,24.3
-W.SF.1.gab.0.8s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,17.3,normal,158.0,15.9,normal,177.2,17.0,normal,202.5,20.5
-W.SF.1.gab.0.8s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.1,normal,128.9,13.0,lognormal,141.9,0.1,lognormal,161.4,0.11
-W.SF.1.gab.0.8s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.5,normal,128.2,13.2,normal,135.4,12.9,lognormal,145.2,0.11
-W.SF.1.gab.0.8s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,15.2,normal,140.7,15.0,normal,155.2,14.1,normal,177.8,17.8
-W.SF.1.gab.0.8s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.6,0.13,normal,151.6,15.1,lognormal,170.3,0.11,normal,192.1,17.4
-W.SF.1.gab.0.8s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,17.8,normal,157.1,15.5,lognormal,164.0,0.1,lognormal,165.3,0.1
-W.SF.1.gab.0.8s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,14.6,lognormal,128.9,0.11,lognormal,132.9,0.11,normal,133.2,14.3
-W.SF.1.gab.0.8s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.5,normal,129.0,14.4,normal,133.3,14.6,normal,133.9,15.0
-W.SF.1.gab.0.8s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,15.6,lognormal,138.9,0.1,lognormal,143.8,0.11,lognormal,144.2,0.11
-W.SF.1.gab.0.8s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,16.6,lognormal,151.8,0.11,lognormal,156.7,0.1,lognormal,157.4,0.1
-W.SF.1.gab.0.8s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,19.5,normal,171.9,20.4,lognormal,186.5,0.11,normal,189.5,18.8
-W.SF.1.gab.0.8s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.15,lognormal,147.9,0.13,normal,157.1,16.5,normal,159.3,17.3
-W.SF.1.gab.0.8s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.15,normal,141.6,18.8,normal,155.3,16.6,lognormal,158.6,0.11
-W.SF.1.gab.0.8s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.1,normal,157.2,18.1,lognormal,170.5,0.12,normal,172.7,19.4
-W.SF.1.gab.0.8s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,18.3,lognormal,168.7,0.14,normal,180.5,17.7,lognormal,184.3,0.11
-W.SF.1.gab.0.8s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,16.4,normal,155.6,15.4,normal,165.9,16.1,lognormal,171.6,0.12
-W.SF.1.gab.0.8s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,14.1,normal,126.6,12.2,lognormal,133.6,0.1,lognormal,138.5,0.12
-W.SF.1.gab.0.8s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.6,normal,125.6,12.9,normal,129.5,13.0,lognormal,131.1,0.11
-W.SF.1.gab.0.8s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,normal,137.6,13.4,normal,145.8,14.2,normal,151.4,17.2
-W.SF.1.gab.0.8s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.4,0.13,normal,149.2,14.7,normal,157.7,14.6,lognormal,163.4,0.12
-W.SF.1.gab.0.8s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.6,0.15,normal,172.5,19.4,lognormal,184.7,0.11,lognormal,188.5,0.12
-W.SF.1.gab.0.8s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,147.6,16.5,normal,156.6,16.0,normal,159.0,16.8
-W.SF.1.gab.0.8s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,15.6,normal,143.0,18.3,normal,154.2,15.4,normal,156.6,15.4
-W.SF.1.gab.0.8s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,18.0,normal,157.4,17.6,lognormal,168.8,0.11,lognormal,172.0,0.12
-W.SF.1.gab.0.8s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,18.9,lognormal,168.2,0.13,normal,179.8,17.5,lognormal,183.4,0.11
-W.SF.1.gab.0.8s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,16.4,normal,155.6,15.4,normal,165.9,16.1,lognormal,171.6,0.12
-W.SF.1.gab.0.8s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,14.1,normal,126.6,12.2,lognormal,133.6,0.1,lognormal,138.5,0.12
-W.SF.1.gab.0.8s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.6,normal,125.6,12.9,normal,129.5,13.0,lognormal,131.1,0.11
-W.SF.1.gab.0.8s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,normal,137.6,13.4,normal,145.8,14.2,normal,151.4,17.2
-W.SF.1.gab.0.8s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.4,0.13,normal,149.2,14.7,normal,157.7,14.6,lognormal,163.4,0.12
-W.SF.1.gab.1.6d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.4,0.15,normal,143.2,16.4,normal,164.1,15.9,normal,180.5,15.7
-W.SF.1.gab.1.6d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,13.7,normal,122.5,14.0,lognormal,138.0,0.1,normal,150.9,13.3
-W.SF.1.gab.1.6d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.1,13.8,normal,116.6,14.6,lognormal,130.7,0.1,lognormal,139.1,0.09
-W.SF.1.gab.1.6d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,15.0,normal,130.1,14.7,lognormal,148.0,0.1,lognormal,164.1,0.1
-W.SF.1.gab.1.6d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,15.9,normal,138.0,15.6,normal,157.6,14.8,lognormal,175.8,0.1
-W.SF.1.gab.1.6d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,16.6,lognormal,146.1,0.14,normal,169.0,18.0,lognormal,192.5,0.11
-W.SF.1.gab.1.6d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,15.0,normal,127.5,16.3,lognormal,147.0,0.11,lognormal,164.5,0.11
-W.SF.1.gab.1.6d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,14.1,lognormal,118.7,0.15,lognormal,138.9,0.12,normal,158.4,16.7
-W.SF.1.gab.1.6d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.6,16.1,normal,134.5,17.0,normal,156.5,16.9,normal,175.4,17.1
-W.SF.1.gab.1.6d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.2,0.16,lognormal,142.2,0.14,normal,164.2,17.6,lognormal,187.0,0.11
-W.SF.1.gab.1.6d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,16.3,normal,143.8,16.2,normal,163.1,14.5,lognormal,187.8,0.1
-W.SF.1.gab.1.6d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,normal,122.2,13.2,normal,136.5,11.8,normal,154.9,13.9
-W.SF.1.gab.1.6d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,100.4,13.9,normal,117.0,13.4,normal,129.1,11.6,normal,139.5,12.5
-W.SF.1.gab.1.6d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.6,14.8,normal,130.2,13.7,lognormal,147.8,0.1,normal,167.9,14.8
-W.SF.1.gab.1.6d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.1,15.7,normal,138.9,15.1,normal,157.2,13.4,lognormal,181.2,0.1
-W.SF.1.gab.1.6d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,17.2,normal,147.0,17.8,normal,170.0,17.7,lognormal,197.1,0.11
-W.SF.1.gab.1.6d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,15.2,normal,128.9,16.0,normal,148.5,15.7,lognormal,169.2,0.1
-W.SF.1.gab.1.6d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.8,0.15,lognormal,120.0,0.14,lognormal,139.3,0.12,normal,161.6,16.8
-W.SF.1.gab.1.6d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.15,normal,136.7,17.0,normal,156.7,16.0,lognormal,180.8,0.11
-W.SF.1.gab.1.6d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.6,0.15,lognormal,143.1,0.13,normal,165.1,16.8,lognormal,189.9,0.11
-W.SF.1.gab.1.6d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.5,0.14,normal,143.6,16.2,normal,161.4,13.8,lognormal,185.4,0.11
-W.SF.1.gab.1.6d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.2,12.5,normal,120.8,12.6,normal,134.9,11.9,lognormal,154.0,0.1
-W.SF.1.gab.1.6d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.14,normal,114.7,13.0,normal,126.3,11.6,normal,139.4,13.6
-W.SF.1.gab.1.6d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,13.6,normal,129.9,13.8,lognormal,145.3,0.09,lognormal,165.1,0.1
-W.SF.1.gab.1.6d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.9,0.14,normal,138.2,14.6,normal,156.0,13.6,lognormal,177.5,0.1
-W.SF.1.gab.1.6d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,normal,142.8,16.2,normal,158.7,14.0,lognormal,164.8,0.1
-W.SF.1.gab.1.6d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.3,13.8,normal,121.6,13.7,normal,130.3,12.4,lognormal,132.8,0.11
-W.SF.1.gab.1.6d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.4,0.16,normal,116.0,14.1,normal,128.8,13.2,normal,134.1,15.2
-W.SF.1.gab.1.6d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,111.8,14.7,normal,129.6,14.1,lognormal,140.8,0.1,lognormal,144.2,0.11
-W.SF.1.gab.1.6d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.2,0.15,normal,138.5,15.8,normal,152.5,13.6,lognormal,156.6,0.1
-W.SF.1.gab.1.6d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,17.2,lognormal,146.9,0.15,lognormal,168.5,0.11,lognormal,186.1,0.1
-W.SF.1.gab.1.6d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,15.2,normal,127.8,16.3,normal,146.2,15.6,normal,156.9,16.5
-W.SF.1.gab.1.6d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.5,14.0,lognormal,118.3,0.14,lognormal,138.2,0.12,lognormal,155.5,0.12
-W.SF.1.gab.1.6d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.6,0.15,normal,134.3,17.1,lognormal,154.8,0.11,normal,169.8,18.1
-W.SF.1.gab.1.6d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,16.8,normal,141.4,17.5,normal,163.2,16.3,normal,179.3,17.6
-W.SF.1.gab.1.6d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,16.5,normal,144.2,16.8,normal,160.5,13.9,normal,170.1,16.5
-W.SF.1.gab.1.6d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.7,normal,121.9,12.9,lognormal,132.0,0.1,lognormal,138.8,0.12
-W.SF.1.gab.1.6d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.2,0.15,normal,116.1,12.9,normal,126.0,11.5,normal,130.3,13.1
-W.SF.1.gab.1.6d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.5,14.6,normal,130.1,13.8,normal,143.0,12.8,lognormal,151.2,0.12
-W.SF.1.gab.1.6d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.2,15.8,lognormal,139.4,0.12,normal,155.0,13.7,lognormal,163.2,0.1
-W.SF.1.gab.1.6d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,17.1,lognormal,147.8,0.14,normal,168.3,16.9,lognormal,186.6,0.11
-W.SF.1.gab.1.6d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.9,0.15,normal,128.6,15.8,lognormal,145.7,0.11,lognormal,158.7,0.12
-W.SF.1.gab.1.6d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.0,0.16,normal,119.8,15.1,lognormal,138.9,0.12,lognormal,155.6,0.11
-W.SF.1.gab.1.6d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,15.5,normal,136.0,16.7,normal,155.2,15.4,lognormal,169.7,0.11
-W.SF.1.gab.1.6d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.5,0.15,lognormal,143.2,0.14,normal,163.7,16.2,normal,180.4,16.8
-W.SF.1.gab.1.6d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.9,0.15,normal,143.1,15.4,normal,157.0,13.0,lognormal,163.2,0.1
-W.SF.1.gab.1.6d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,12.8,normal,119.3,12.0,normal,127.8,12.5,lognormal,131.1,0.12
-W.SF.1.gab.1.6d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.14,normal,111.3,11.6,lognormal,118.7,0.12,lognormal,120.5,0.13
-W.SF.1.gab.1.6d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,13.8,normal,128.4,13.1,normal,138.8,12.2,lognormal,143.1,0.11
-W.SF.1.gab.1.6d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.7,0.14,normal,138.1,14.6,lognormal,151.3,0.1,lognormal,156.0,0.11
-W.SF.1.gab.1.6s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,17.4,normal,159.9,16.5,normal,181.8,16.9,normal,203.7,19.4
-W.SF.1.gab.1.6s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.3,14.5,normal,131.4,13.6,normal,147.6,14.5,normal,164.8,17.0
-W.SF.1.gab.1.6s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.2,normal,129.9,13.9,lognormal,138.8,0.1,lognormal,147.4,0.11
-W.SF.1.gab.1.6s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.4,lognormal,142.6,0.12,normal,159.9,14.5,normal,179.4,17.8
-W.SF.1.gab.1.6s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.5,16.5,normal,153.7,16.0,normal,175.3,17.5,normal,197.0,20.6
-W.SF.1.gab.1.6s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.4,19.0,normal,176.0,23.4,normal,204.6,21.4,lognormal,250.0,0.12
-W.SF.1.gab.1.6s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.3,0.15,normal,151.4,18.3,normal,173.9,17.6,lognormal,192.5,0.12
-W.SF.1.gab.1.6s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,15.9,normal,143.2,19.3,normal,167.9,19.6,normal,186.4,19.1
-W.SF.1.gab.1.6s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,18.0,normal,160.6,19.5,normal,187.5,19.2,normal,205.5,18.5
-W.SF.1.gab.1.6s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.15,normal,170.0,20.7,normal,198.9,21.2,lognormal,218.9,0.09
-W.SF.1.gab.1.6s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.1,0.13,lognormal,158.1,0.11,normal,175.6,15.9,normal,202.6,21.3
-W.SF.1.gab.1.6s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,14.1,normal,128.9,12.9,lognormal,142.9,0.1,normal,161.6,16.2
-W.SF.1.gab.1.6s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.5,normal,128.3,13.4,normal,135.1,12.4,lognormal,144.5,0.11
-W.SF.1.gab.1.6s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.13,lognormal,140.2,0.11,normal,155.6,14.3,normal,178.4,19.2
-W.SF.1.gab.1.6s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,16.5,normal,152.0,15.7,lognormal,169.7,0.11,normal,192.9,19.2
-W.SF.1.gab.1.6s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,143.7,20.2,normal,176.1,21.4,normal,206.0,23.2,normal,247.5,26.4
-W.SF.1.gab.1.6s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.3,0.15,lognormal,151.4,0.13,normal,172.1,18.0,lognormal,193.8,0.12
-W.SF.1.gab.1.6s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.3,0.16,normal,144.7,19.1,normal,168.0,18.9,normal,184.3,19.1
-W.SF.1.gab.1.6s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,17.8,normal,160.6,18.0,lognormal,185.1,0.11,normal,207.6,19.1
-W.SF.1.gab.1.6s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,139.9,0.15,normal,169.8,20.5,normal,198.3,20.9,normal,225.3,20.4
-W.SF.1.gab.1.6s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.1,0.13,lognormal,158.1,0.11,normal,175.6,15.9,normal,202.6,21.3
-W.SF.1.gab.1.6s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,14.1,normal,128.9,12.9,lognormal,142.9,0.1,normal,161.6,16.2
-W.SF.1.gab.1.6s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.5,normal,128.3,13.4,normal,135.1,12.4,lognormal,144.5,0.11
-W.SF.1.gab.1.6s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.7,0.13,lognormal,140.2,0.11,normal,155.6,14.3,normal,178.4,19.2
-W.SF.1.gab.1.6s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,133.0,16.5,normal,152.0,15.7,lognormal,169.7,0.11,normal,192.9,19.2
-W.SF.1.gab.1.6s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.2,17.0,normal,156.5,14.7,lognormal,163.5,0.1,lognormal,164.8,0.1
-W.SF.1.gab.1.6s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,14.6,lognormal,128.8,0.11,lognormal,132.7,0.11,lognormal,133.1,0.11
-W.SF.1.gab.1.6s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,15.1,normal,129.1,14.6,normal,133.5,14.8,normal,134.1,15.0
-W.SF.1.gab.1.6s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.5,lognormal,139.6,0.11,lognormal,144.6,0.11,lognormal,145.0,0.11
-W.SF.1.gab.1.6s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.5,lognormal,151.0,0.11,lognormal,156.5,0.1,normal,157.6,15.5
-W.SF.1.gab.1.6s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.4,19.5,lognormal,172.2,0.13,normal,186.6,17.4,normal,190.4,17.7
-W.SF.1.gab.1.6s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.15,lognormal,147.3,0.13,normal,156.8,17.3,normal,158.9,18.0
-W.SF.1.gab.1.6s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.1,normal,141.5,18.7,normal,154.7,16.1,normal,157.8,15.9
-W.SF.1.gab.1.6s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.8,17.8,normal,158.1,18.8,lognormal,170.2,0.12,lognormal,173.0,0.12
-W.SF.1.gab.1.6s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,18.4,normal,167.7,21.1,normal,180.8,18.3,normal,184.6,19.4
-W.SF.1.gab.1.6s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.7,0.14,normal,155.8,15.2,lognormal,166.2,0.1,lognormal,171.6,0.12
-W.SF.1.gab.1.6s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,14.3,normal,126.7,12.1,normal,134.2,13.2,lognormal,138.9,0.12
-W.SF.1.gab.1.6s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.7,normal,125.4,13.0,normal,129.4,13.0,normal,130.8,13.3
-W.SF.1.gab.1.6s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,15.1,normal,137.7,13.4,normal,146.0,14.2,lognormal,151.5,0.12
-W.SF.1.gab.1.6s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.2,15.6,normal,149.4,14.9,lognormal,158.1,0.1,lognormal,163.9,0.12
-W.SF.1.gab.1.6s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.5,0.16,normal,172.1,18.7,lognormal,184.9,0.1,lognormal,187.5,0.1
-W.SF.1.gab.1.6s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,16.6,normal,147.3,16.8,normal,156.3,16.4,normal,159.4,17.8
-W.SF.1.gab.1.6s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.2,15.9,normal,142.2,17.6,lognormal,153.8,0.11,normal,156.1,15.6
-W.SF.1.gab.1.6s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,17.3,normal,158.0,18.2,normal,168.8,17.0,normal,171.6,18.1
-W.SF.1.gab.1.6s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.8,18.1,normal,167.3,18.6,normal,178.0,16.5,normal,180.1,16.8
-W.SF.1.gab.1.6s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,137.7,0.14,normal,155.8,15.2,lognormal,166.2,0.1,lognormal,171.6,0.12
-W.SF.1.gab.1.6s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.9,14.3,normal,126.7,12.1,normal,134.2,13.2,lognormal,138.9,0.12
-W.SF.1.gab.1.6s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.7,normal,125.4,13.0,normal,129.4,13.0,normal,130.8,13.3
-W.SF.1.gab.1.6s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.1,15.1,normal,137.7,13.4,normal,146.0,14.2,lognormal,151.5,0.12
-W.SF.1.gab.1.6s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.2,15.6,normal,149.4,14.9,lognormal,158.1,0.1,lognormal,163.9,0.12
-W.SF.1.gab.1.8d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.5,0.15,normal,149.4,18.3,normal,175.3,19.8,lognormal,206.1,0.12
-W.SF.1.gab.1.8d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,105.8,13.8,normal,126.2,14.1,normal,144.4,14.0,lognormal,164.9,0.11
-W.SF.1.gab.1.8d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.5,0.15,normal,121.9,15.5,normal,135.8,13.3,lognormal,147.8,0.11
-W.SF.1.gab.1.8d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.1,14.8,normal,135.3,15.4,normal,156.7,15.8,lognormal,180.4,0.11
-W.SF.1.gab.1.8d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,15.8,normal,144.0,16.6,lognormal,167.9,0.11,normal,196.8,20.1
-W.SF.1.gab.1.8d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,17.1,normal,154.2,21.3,normal,183.5,22.2,lognormal,240.0,0.11
-W.SF.1.gab.1.8d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,15.4,normal,135.2,18.3,normal,160.6,19.5,lognormal,190.3,0.12
-W.SF.1.gab.1.8d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,14.1,normal,125.4,17.6,normal,151.3,20.6,normal,186.5,18.2
-W.SF.1.gab.1.8d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,16.0,normal,143.1,19.6,normal,170.9,21.6,normal,203.5,18.3
-W.SF.1.gab.1.8d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.16,normal,150.7,21.2,normal,179.1,22.2,lognormal,224.9,0.1
-W.SF.1.gab.1.8d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,16.4,normal,149.5,17.8,normal,172.5,17.5,normal,203.5,21.5
-W.SF.1.gab.1.8d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.0,normal,124.9,13.3,lognormal,140.8,0.1,normal,162.7,17.4
-W.SF.1.gab.1.8d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.7,0.16,normal,121.6,14.8,normal,133.6,13.2,lognormal,145.1,0.11
-W.SF.1.gab.1.8d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.7,normal,134.2,14.6,normal,152.5,14.9,normal,176.6,16.4
-W.SF.1.gab.1.8d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.9,0.15,normal,144.0,16.5,normal,165.1,16.3,normal,193.1,19.2
-W.SF.1.gab.1.8d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.6,0.16,normal,155.6,21.0,normal,187.2,24.3,lognormal,235.0,0.1
-W.SF.1.gab.1.8d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.3,normal,135.8,17.9,normal,159.6,18.0,lognormal,191.8,0.12
-W.SF.1.gab.1.8d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.4,0.16,lognormal,127.0,0.15,normal,152.0,19.4,normal,184.0,18.1
-W.SF.1.gab.1.8d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,115.2,16.1,normal,144.2,19.9,normal,171.6,20.8,normal,206.7,17.8
-W.SF.1.gab.1.8d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.2,0.16,normal,150.7,20.1,normal,181.8,22.8,normal,225.2,18.8
-W.SF.1.gab.1.8d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.1,0.15,normal,148.9,16.9,normal,172.2,17.5,normal,202.7,20.8
-W.SF.1.gab.1.8d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.3,12.7,normal,124.6,13.0,lognormal,140.8,0.1,normal,163.3,17.3
-W.SF.1.gab.1.8d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.5,0.14,normal,121.6,14.6,lognormal,135.3,0.11,lognormal,148.7,0.12
-W.SF.1.gab.1.8d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,13.9,normal,134.0,14.5,normal,153.2,15.2,normal,178.3,17.7
-W.SF.1.gab.1.8d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,117.9,0.14,lognormal,144.4,0.13,lognormal,166.0,0.11,normal,193.7,19.0
-W.SF.1.gab.1.8d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.15,normal,149.3,18.4,normal,160.9,14.4,normal,165.2,15.9
-W.SF.1.gab.1.8d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.1,14.2,normal,123.8,13.1,normal,130.7,12.7,lognormal,132.1,0.11
-W.SF.1.gab.1.8d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.4,0.15,lognormal,120.8,0.14,normal,131.3,14.9,normal,134.6,15.6
-W.SF.1.gab.1.8d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,112.4,14.9,normal,133.4,14.4,lognormal,142.9,0.11,lognormal,145.2,0.12
-W.SF.1.gab.1.8d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,118.7,15.9,normal,143.2,16.4,normal,154.9,14.9,normal,157.6,15.2
-W.SF.1.gab.1.8d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,17.3,lognormal,153.7,0.15,normal,177.5,19.7,lognormal,191.2,0.11
-W.SF.1.gab.1.8d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,15.2,normal,133.4,17.3,normal,151.3,17.2,normal,158.8,17.6
-W.SF.1.gab.1.8d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.9,0.16,normal,125.0,17.4,normal,146.8,18.0,normal,158.7,16.5
-W.SF.1.gab.1.8d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,15.9,normal,141.0,18.5,normal,161.1,17.3,lognormal,173.0,0.12
-W.SF.1.gab.1.8d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.9,16.8,normal,149.7,20.7,normal,172.5,19.7,lognormal,185.5,0.11
-W.SF.1.gab.1.8d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,16.6,normal,149.0,17.2,lognormal,163.8,0.1,lognormal,170.4,0.11
-W.SF.1.gab.1.8d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,13.8,normal,123.4,12.7,lognormal,133.2,0.1,lognormal,138.8,0.12
-W.SF.1.gab.1.8d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.6,0.15,normal,120.6,14.4,normal,128.0,12.4,normal,130.8,13.2
-W.SF.1.gab.1.8d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.7,0.14,normal,132.9,13.9,lognormal,144.7,0.1,lognormal,151.3,0.12
-W.SF.1.gab.1.8d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,119.3,15.7,normal,143.0,16.0,normal,156.3,13.4,lognormal,163.5,0.11
-W.SF.1.gab.1.8d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.15,normal,154.8,20.5,lognormal,176.5,0.11,lognormal,187.8,0.11
-W.SF.1.gab.1.8d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.0,0.15,normal,135.2,17.5,lognormal,152.2,0.12,normal,160.2,18.0
-W.SF.1.gab.1.8d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.4,0.16,lognormal,126.7,0.15,normal,147.1,17.3,lognormal,156.3,0.11
-W.SF.1.gab.1.8d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,16.0,normal,143.3,19.0,normal,163.0,17.2,normal,172.0,18.2
-W.SF.1.gab.1.8d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.9,0.16,normal,151.7,20.4,normal,171.8,17.9,lognormal,182.5,0.11
-W.SF.1.gab.1.8d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.1,0.15,normal,147.6,15.9,lognormal,159.0,0.09,lognormal,163.8,0.1
-W.SF.1.gab.1.8d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,103.4,12.6,lognormal,121.9,0.11,normal,128.2,12.5,normal,130.8,14.0
-W.SF.1.gab.1.8d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,95.4,0.14,lognormal,113.7,0.12,lognormal,118.9,0.13,lognormal,120.0,0.13
-W.SF.1.gab.1.8d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,13.8,normal,131.1,13.1,lognormal,139.9,0.1,lognormal,143.2,0.11
-W.SF.1.gab.1.8d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,117.7,15.3,normal,141.8,15.1,normal,151.6,13.2,lognormal,155.5,0.1
-W.SF.1.gab.1.8s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,17.5,normal,160.3,16.9,normal,182.4,18.0,lognormal,207.5,0.12
-W.SF.1.gab.1.8s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,14.8,lognormal,131.6,0.11,normal,148.0,14.6,lognormal,164.1,0.11
-W.SF.1.gab.1.8s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,15.4,normal,130.4,14.2,normal,139.2,13.4,normal,148.6,15.9
-W.SF.1.gab.1.8s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.6,15.3,normal,142.6,15.3,normal,160.5,14.8,normal,180.0,18.1
-W.SF.1.gab.1.8s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.7,16.8,normal,154.4,16.5,normal,175.1,17.6,normal,197.6,21.1
-W.SF.1.gab.1.8s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.7,0.15,normal,175.2,22.6,lognormal,208.3,0.13,normal,247.0,27.9
-W.SF.1.gab.1.8s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.1,0.16,lognormal,151.6,0.13,normal,174.8,19.1,lognormal,191.4,0.12
-W.SF.1.gab.1.8s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.8,0.16,normal,143.0,18.9,normal,166.9,19.0,normal,187.4,20.5
-W.SF.1.gab.1.8s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,130.9,17.5,normal,161.6,20.5,normal,185.8,18.4,normal,206.1,21.1
-W.SF.1.gab.1.8s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.4,19.0,normal,169.6,20.8,normal,200.0,22.2,normal,216.2,15.7
-W.SF.1.gab.1.8s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,17.3,normal,158.0,15.9,normal,177.2,17.0,normal,202.5,20.5
-W.SF.1.gab.1.8s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.1,normal,128.9,13.0,lognormal,141.9,0.1,lognormal,161.4,0.11
-W.SF.1.gab.1.8s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.5,normal,128.2,13.2,normal,135.4,12.9,lognormal,145.2,0.11
-W.SF.1.gab.1.8s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,15.2,normal,140.7,15.0,normal,155.2,14.1,normal,177.8,17.8
-W.SF.1.gab.1.8s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.6,0.13,normal,151.6,15.1,lognormal,170.3,0.11,normal,192.1,17.4
-W.SF.1.gab.1.8s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,143.2,0.15,normal,176.4,22.0,normal,207.8,24.7,normal,247.7,26.1
-W.SF.1.gab.1.8s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,124.9,16.7,normal,151.0,17.4,normal,172.4,18.3,lognormal,192.9,0.12
-W.SF.1.gab.1.8s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,116.9,0.16,normal,144.5,18.9,normal,168.9,20.3,normal,184.7,18.6
-W.SF.1.gab.1.8s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,17.8,normal,160.6,18.8,normal,184.7,18.5,normal,209.4,21.9
-W.SF.1.gab.1.8s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,138.7,18.4,lognormal,171.6,0.14,normal,198.7,21.0,normal,232.9,24.3
-W.SF.1.gab.1.8s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,17.3,normal,158.0,15.9,normal,177.2,17.0,normal,202.5,20.5
-W.SF.1.gab.1.8s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,115.8,14.1,normal,128.9,13.0,lognormal,141.9,0.1,lognormal,161.4,0.11
-W.SF.1.gab.1.8s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,14.5,normal,128.2,13.2,normal,135.4,12.9,lognormal,145.2,0.11
-W.SF.1.gab.1.8s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,15.2,normal,140.7,15.0,normal,155.2,14.1,normal,177.8,17.8
-W.SF.1.gab.1.8s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.6,0.13,normal,151.6,15.1,lognormal,170.3,0.11,normal,192.1,17.4
-W.SF.1.gab.1.8s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,137.6,17.8,normal,157.1,15.5,lognormal,164.0,0.1,lognormal,165.3,0.1
-W.SF.1.gab.1.8s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,14.6,lognormal,128.9,0.11,lognormal,132.9,0.11,normal,133.2,14.3
-W.SF.1.gab.1.8s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.5,normal,129.0,14.4,normal,133.3,14.6,normal,133.9,15.0
-W.SF.1.gab.1.8s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.8,15.6,lognormal,138.9,0.1,lognormal,143.8,0.11,lognormal,144.2,0.11
-W.SF.1.gab.1.8s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,132.8,16.6,lognormal,151.8,0.11,lognormal,156.7,0.1,lognormal,157.4,0.1
-W.SF.1.gab.1.8s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.8,19.5,normal,171.9,20.4,lognormal,186.5,0.11,normal,189.5,18.8
-W.SF.1.gab.1.8s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.15,lognormal,147.9,0.13,normal,157.1,16.5,normal,159.3,17.3
-W.SF.1.gab.1.8s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.15,normal,141.6,18.8,normal,155.3,16.6,lognormal,158.6,0.11
-W.SF.1.gab.1.8s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.1,normal,157.2,18.1,lognormal,170.5,0.12,normal,172.7,19.4
-W.SF.1.gab.1.8s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.9,18.3,lognormal,168.7,0.14,normal,180.5,17.7,lognormal,184.3,0.11
-W.SF.1.gab.1.8s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,16.4,normal,155.6,15.4,normal,165.9,16.1,lognormal,171.6,0.12
-W.SF.1.gab.1.8s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,14.1,normal,126.6,12.2,lognormal,133.6,0.1,lognormal,138.5,0.12
-W.SF.1.gab.1.8s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.6,normal,125.6,12.9,normal,129.5,13.0,lognormal,131.1,0.11
-W.SF.1.gab.1.8s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,normal,137.6,13.4,normal,145.8,14.2,normal,151.4,17.2
-W.SF.1.gab.1.8s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.4,0.13,normal,149.2,14.7,normal,157.7,14.6,lognormal,163.4,0.12
-W.SF.1.gab.1.8s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.6,0.15,normal,172.5,19.4,lognormal,184.7,0.11,lognormal,188.5,0.12
-W.SF.1.gab.1.8s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.0,0.15,normal,147.6,16.5,normal,156.6,16.0,normal,159.0,16.8
-W.SF.1.gab.1.8s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,15.6,normal,143.0,18.3,normal,154.2,15.4,normal,156.6,15.4
-W.SF.1.gab.1.8s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,132.6,18.0,normal,157.4,17.6,lognormal,168.8,0.11,lognormal,172.0,0.12
-W.SF.1.gab.1.8s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,139.6,18.9,lognormal,168.2,0.13,normal,179.8,17.5,lognormal,183.4,0.11
-W.SF.1.gab.1.8s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,136.9,16.4,normal,155.6,15.4,normal,165.9,16.1,lognormal,171.6,0.12
-W.SF.1.gab.1.8s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.0,14.1,normal,126.6,12.2,lognormal,133.6,0.1,lognormal,138.5,0.12
-W.SF.1.gab.1.8s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,14.6,normal,125.6,12.9,normal,129.5,13.0,lognormal,131.1,0.11
-W.SF.1.gab.1.8s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.2,normal,137.6,13.4,normal,145.8,14.2,normal,151.4,17.2
-W.SF.1.gab.1.8s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,132.4,0.13,normal,149.2,14.7,normal,157.7,14.6,lognormal,163.4,0.12
-W.SF.1.hip.0.6d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,16.8,normal,152.9,17.4,normal,173.1,16.2,lognormal,194.8,0.1
-W.SF.1.hip.0.6d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.9,0.14,normal,127.9,13.4,lognormal,144.5,0.1,normal,160.0,14.1
-W.SF.1.hip.0.6d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,14.3,normal,124.3,15.0,normal,136.7,13.0,lognormal,146.2,0.1
-W.SF.1.hip.0.6d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,15.0,normal,137.9,14.7,normal,155.5,14.4,lognormal,174.2,0.1
-W.SF.1.hip.0.6d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.1,normal,147.2,16.3,normal,167.1,15.9,lognormal,188.2,0.1
-W.SF.1.hip.0.6d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.0,0.15,lognormal,158.1,0.14,normal,183.6,22.6,normal,206.1,18.5
-W.SF.1.hip.0.6d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,15.7,normal,137.6,17.5,normal,156.1,16.2,normal,173.3,15.7
-W.SF.1.hip.0.6d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,14.7,normal,128.3,17.1,normal,148.6,17.9,lognormal,171.9,0.12
-W.SF.1.hip.0.6d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,16.8,normal,145.9,18.5,normal,167.3,18.7,lognormal,189.0,0.11
-W.SF.1.hip.0.6d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.7,0.16,normal,154.0,20.4,normal,176.1,19.4,lognormal,199.4,0.1
-W.SF.1.hip.0.6d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,16.4,normal,151.8,17.3,normal,171.8,17.0,normal,199.2,18.2
-W.SF.1.hip.0.6d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.4,13.7,normal,125.8,13.0,normal,141.3,12.9,lognormal,163.1,0.1
-W.SF.1.hip.0.6d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.8,0.15,normal,123.2,13.9,lognormal,134.4,0.1,normal,146.6,14.0
-W.SF.1.hip.0.6d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.8,normal,135.6,14.1,normal,153.0,13.9,lognormal,177.1,0.1
-W.SF.1.hip.0.6d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.1,lognormal,146.1,0.12,normal,165.0,14.9,lognormal,191.7,0.11
-W.SF.1.hip.0.6d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.7,normal,157.9,20.3,normal,180.4,19.4,normal,209.7,18.3
-W.SF.1.hip.0.6d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.1,0.15,normal,137.6,17.1,normal,156.7,16.3,normal,179.3,15.8
-W.SF.1.hip.0.6d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.6,normal,128.4,17.0,normal,148.2,17.1,normal,173.4,16.8
-W.SF.1.hip.0.6d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,16.8,normal,145.4,18.3,normal,166.6,18.6,lognormal,193.5,0.1
-W.SF.1.hip.0.6d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.9,0.15,normal,153.1,19.2,normal,176.4,19.9,lognormal,205.5,0.1
-W.SF.1.hip.0.6d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.0,0.14,normal,151.5,16.6,normal,170.5,15.7,normal,196.6,17.5
-W.SF.1.hip.0.6d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,12.5,normal,125.1,12.4,lognormal,140.2,0.1,normal,161.1,14.5
-W.SF.1.hip.0.6d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.0,0.14,normal,121.6,13.7,lognormal,132.8,0.1,lognormal,147.8,0.11
-W.SF.1.hip.0.6d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,13.8,normal,135.4,14.6,normal,152.0,13.5,normal,175.8,17.0
-W.SF.1.hip.0.6d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.14,normal,145.0,15.3,normal,163.4,14.6,normal,189.9,17.5
-W.SF.1.hip.0.6d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,17.0,normal,152.8,17.1,normal,170.4,15.7,normal,178.9,15.7
-W.SF.1.hip.0.6d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,14.2,normal,127.0,12.8,normal,138.5,12.4,lognormal,142.2,0.1
-W.SF.1.hip.0.6d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,14.4,normal,124.0,14.7,normal,134.1,13.1,lognormal,138.7,0.11
-W.SF.1.hip.0.6d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.3,normal,137.2,14.5,normal,150.9,13.1,lognormal,155.3,0.09
-W.SF.1.hip.0.6d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.0,normal,148.1,17.2,normal,163.3,14.8,normal,170.0,15.0
-W.SF.1.hip.0.6d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,17.9,normal,157.6,20.4,normal,180.6,20.0,lognormal,198.4,0.1
-W.SF.1.hip.0.6d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.6,normal,137.2,17.0,normal,154.0,16.9,normal,165.4,18.9
-W.SF.1.hip.0.6d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,14.8,normal,128.2,17.2,normal,147.6,17.5,lognormal,168.1,0.12
-W.SF.1.hip.0.6d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,16.6,normal,146.8,19.0,normal,164.3,17.2,normal,178.5,19.5
-W.SF.1.hip.0.6d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.0,0.15,normal,153.8,20.2,normal,175.0,20.1,lognormal,193.0,0.11
-W.SF.1.hip.0.6d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,16.4,normal,150.8,16.1,normal,170.3,16.4,lognormal,185.9,0.11
-W.SF.1.hip.0.6d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.1,0.14,normal,125.9,12.9,normal,138.7,12.4,normal,149.6,14.8
-W.SF.1.hip.0.6d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.5,0.15,normal,122.7,13.8,normal,131.8,11.9,lognormal,136.8,0.1
-W.SF.1.hip.0.6d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.7,normal,135.4,14.2,normal,151.2,13.5,lognormal,163.3,0.1
-W.SF.1.hip.0.6d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.0,normal,146.3,15.9,normal,161.6,13.0,lognormal,176.7,0.1
-W.SF.1.hip.0.6d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,18.2,normal,157.7,19.7,lognormal,180.4,0.12,normal,198.0,18.2
-W.SF.1.hip.0.6d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.6,normal,137.7,17.5,normal,154.7,16.3,lognormal,169.0,0.12
-W.SF.1.hip.0.6d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.8,normal,128.2,16.7,normal,147.5,16.9,normal,165.5,17.3
-W.SF.1.hip.0.6d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,16.6,lognormal,146.3,0.14,normal,164.4,17.1,lognormal,181.5,0.12
-W.SF.1.hip.0.6d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.5,0.16,normal,153.7,19.2,lognormal,174.2,0.12,normal,193.8,20.1
-W.SF.1.hip.0.6d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,15.7,normal,150.6,16.4,normal,168.1,15.4,normal,178.1,16.3
-W.SF.1.hip.0.6d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,12.4,normal,124.7,12.1,lognormal,135.5,0.09,lognormal,143.5,0.11
-W.SF.1.hip.0.6d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.1,0.14,normal,120.4,13.1,lognormal,127.0,0.1,lognormal,130.2,0.11
-W.SF.1.hip.0.6d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,13.9,normal,134.6,13.6,lognormal,148.2,0.09,lognormal,156.3,0.1
-W.SF.1.hip.0.6d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,15.8,normal,144.8,15.3,normal,159.9,13.3,normal,170.2,16.4
-W.SF.1.hip.0.6s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.3,0.14,lognormal,164.0,0.11,lognormal,187.1,0.11,normal,211.3,22.1
-W.SF.1.hip.0.6s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.9,0.14,normal,133.5,13.5,normal,150.7,14.4,lognormal,170.3,0.12
-W.SF.1.hip.0.6s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,15.9,normal,134.1,14.1,lognormal,142.9,0.1,lognormal,154.3,0.12
-W.SF.1.hip.0.6s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.1,0.13,lognormal,146.5,0.12,lognormal,164.6,0.11,normal,185.9,19.5
-W.SF.1.hip.0.6s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.7,normal,156.8,16.3,normal,178.1,17.2,normal,201.6,21.5
-W.SF.1.hip.0.6s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,19.5,normal,183.2,23.1,lognormal,215.9,0.15,normal,249.2,22.3
-W.SF.1.hip.0.6s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,17.1,normal,155.9,17.8,lognormal,177.4,0.11,normal,203.5,23.2
-W.SF.1.hip.0.6s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.16,normal,149.2,20.1,normal,171.4,19.2,normal,192.2,18.7
-W.SF.1.hip.0.6s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.1,0.15,normal,166.1,19.5,normal,192.2,21.9,normal,219.9,23.4
-W.SF.1.hip.0.6s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.5,0.15,normal,176.5,21.4,normal,205.9,23.4,lognormal,250.0,0.13
-W.SF.1.hip.0.6s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,17.3,normal,160.3,16.2,normal,179.9,17.5,normal,206.9,20.2
-W.SF.1.hip.0.6s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.5,normal,129.8,13.0,normal,144.5,14.2,lognormal,167.2,0.12
-W.SF.1.hip.0.6s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.2,normal,130.6,13.5,normal,138.5,13.7,lognormal,152.6,0.13
-W.SF.1.hip.0.6s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,14.9,normal,141.4,14.8,normal,157.3,15.0,normal,184.2,21.0
-W.SF.1.hip.0.6s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.8,0.13,normal,153.2,15.5,lognormal,172.6,0.11,lognormal,200.4,0.12
-W.SF.1.hip.0.6s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.5,0.15,normal,181.8,21.7,lognormal,215.0,0.14,normal,248.2,24.6
-W.SF.1.hip.0.6s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.1,normal,154.6,17.5,lognormal,174.6,0.12,lognormal,199.8,0.13
-W.SF.1.hip.0.6s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.16,normal,149.3,19.4,normal,171.3,20.8,lognormal,190.2,0.12
-W.SF.1.hip.0.6s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,18.0,normal,164.1,18.2,normal,188.9,20.7,normal,215.2,19.7
-W.SF.1.hip.0.6s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.8,0.15,normal,176.0,20.0,normal,202.5,22.0,normal,227.4,18.1
-W.SF.1.hip.0.6s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,17.3,normal,160.3,16.2,normal,179.9,17.5,normal,206.9,20.2
-W.SF.1.hip.0.6s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.5,normal,129.8,13.0,normal,144.5,14.2,lognormal,167.2,0.12
-W.SF.1.hip.0.6s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.2,normal,130.6,13.5,normal,138.5,13.7,lognormal,152.6,0.13
-W.SF.1.hip.0.6s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,14.9,normal,141.4,14.8,normal,157.3,15.0,normal,184.2,21.0
-W.SF.1.hip.0.6s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.8,0.13,normal,153.2,15.5,lognormal,172.6,0.11,lognormal,200.4,0.12
-W.SF.1.hip.0.6s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.9,0.13,normal,164.3,17.3,normal,175.9,14.7,normal,178.7,14.7
-W.SF.1.hip.0.6s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.0,0.14,normal,132.5,13.3,lognormal,140.7,0.1,lognormal,143.3,0.11
-W.SF.1.hip.0.6s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,16.0,lognormal,133.2,0.12,normal,138.2,14.8,lognormal,139.3,0.12
-W.SF.1.hip.0.6s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,15.8,lognormal,144.4,0.11,lognormal,153.4,0.09,normal,155.7,13.7
-W.SF.1.hip.0.6s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,17.0,normal,155.4,14.9,lognormal,167.6,0.1,lognormal,170.9,0.1
-W.SF.1.hip.0.6s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.6,19.6,normal,181.1,22.5,normal,197.2,20.3,normal,202.7,19.6
-W.SF.1.hip.0.6s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.4,0.15,lognormal,153.3,0.13,lognormal,164.6,0.13,lognormal,169.5,0.14
-W.SF.1.hip.0.6s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.16,normal,148.1,19.4,normal,164.5,18.1,normal,172.3,18.2
-W.SF.1.hip.0.6s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,18.4,normal,164.4,18.8,normal,175.6,17.8,normal,179.6,18.3
-W.SF.1.hip.0.6s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.0,0.16,normal,174.7,20.3,lognormal,190.1,0.11,lognormal,197.6,0.12
-W.SF.1.hip.0.6s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.5,0.14,normal,159.7,15.4,normal,173.7,14.9,normal,184.5,17.7
-W.SF.1.hip.0.6s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.5,0.14,lognormal,129.5,0.11,lognormal,140.7,0.1,normal,149.6,14.8
-W.SF.1.hip.0.6s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,15.3,lognormal,129.2,0.11,lognormal,133.8,0.1,lognormal,136.4,0.1
-W.SF.1.hip.0.6s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,14.9,normal,140.3,13.8,normal,152.7,13.7,lognormal,162.9,0.11
-W.SF.1.hip.0.6s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.9,0.13,normal,152.8,15.1,lognormal,166.4,0.1,normal,176.0,17.3
-W.SF.1.hip.0.6s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.6,0.15,normal,179.7,20.9,normal,192.8,17.1,lognormal,198.8,0.1
-W.SF.1.hip.0.6s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.3,normal,151.7,16.0,lognormal,163.8,0.12,normal,170.8,21.0
-W.SF.1.hip.0.6s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,17.0,lognormal,148.1,0.14,normal,160.3,16.5,lognormal,166.2,0.11
-W.SF.1.hip.0.6s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.15,normal,163.7,18.7,normal,177.0,18.9,normal,183.6,21.2
-W.SF.1.hip.0.6s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.6,20.1,normal,174.2,19.7,normal,187.7,18.4,normal,193.7,20.6
-W.SF.1.hip.0.6s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.5,0.14,normal,159.7,15.4,normal,173.7,14.9,normal,184.5,17.7
-W.SF.1.hip.0.6s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.5,0.14,lognormal,129.5,0.11,lognormal,140.7,0.1,normal,149.6,14.8
-W.SF.1.hip.0.6s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,15.3,lognormal,129.2,0.11,lognormal,133.8,0.1,lognormal,136.4,0.1
-W.SF.1.hip.0.6s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,14.9,normal,140.3,13.8,normal,152.7,13.7,lognormal,162.9,0.11
-W.SF.1.hip.0.6s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.9,0.13,normal,152.8,15.1,lognormal,166.4,0.1,normal,176.0,17.3
-W.SF.1.hip.0.8d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,17.0,normal,154.6,18.9,normal,178.2,18.9,normal,211.1,21.8
-W.SF.1.hip.0.8d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.7,0.14,normal,128.3,13.7,lognormal,147.8,0.11,lognormal,170.2,0.12
-W.SF.1.hip.0.8d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,14.4,normal,125.5,15.4,lognormal,139.5,0.11,normal,155.3,17.8
-W.SF.1.hip.0.8d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,15.4,lognormal,138.7,0.12,normal,158.5,15.3,lognormal,185.7,0.11
-W.SF.1.hip.0.8d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.4,normal,149.2,17.4,normal,171.9,18.0,normal,203.7,21.0
-W.SF.1.hip.0.8d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,18.0,normal,158.6,20.1,normal,187.5,22.9,normal,249.0,22.6
-W.SF.1.hip.0.8d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,15.6,normal,140.0,18.6,normal,163.0,18.7,lognormal,204.5,0.13
-W.SF.1.hip.0.8d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,14.6,lognormal,130.6,0.15,normal,153.1,19.4,lognormal,192.0,0.11
-W.SF.1.hip.0.8d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.8,0.16,normal,148.5,20.6,normal,172.8,20.3,lognormal,221.4,0.11
-W.SF.1.hip.0.8d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.5,normal,155.9,20.8,normal,184.0,24.2,normal,248.6,23.6
-W.SF.1.hip.0.8d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,16.6,normal,152.7,16.9,normal,173.8,17.2,normal,207.6,21.7
-W.SF.1.hip.0.8d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.0,0.14,normal,126.0,12.5,normal,142.9,14.3,normal,166.3,17.4
-W.SF.1.hip.0.8d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,14.2,normal,124.8,14.6,normal,136.2,13.1,lognormal,153.2,0.13
-W.SF.1.hip.0.8d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.1,normal,136.4,14.4,normal,154.4,14.7,lognormal,184.2,0.12
-W.SF.1.hip.0.8d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.3,normal,146.7,16.1,lognormal,166.5,0.1,normal,198.1,19.5
-W.SF.1.hip.0.8d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.6,0.15,normal,160.5,21.0,lognormal,188.3,0.14,normal,248.6,23.6
-W.SF.1.hip.0.8d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.0,0.15,normal,140.0,18.2,normal,163.0,19.1,normal,200.9,24.5
-W.SF.1.hip.0.8d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.6,lognormal,130.9,0.15,normal,152.8,19.5,normal,189.3,19.6
-W.SF.1.hip.0.8d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,16.7,lognormal,149.6,0.15,normal,173.6,20.4,normal,212.9,19.9
-W.SF.1.hip.0.8d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.8,0.15,normal,156.7,20.5,normal,183.2,22.1,normal,246.8,28.2
-W.SF.1.hip.0.8d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.6,0.14,normal,153.0,17.2,normal,174.2,16.7,lognormal,208.4,0.12
-W.SF.1.hip.0.8d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.7,normal,126.9,13.1,lognormal,143.2,0.1,lognormal,170.5,0.13
-W.SF.1.hip.0.8d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.9,0.14,normal,124.6,14.8,lognormal,137.7,0.11,lognormal,158.2,0.15
-W.SF.1.hip.0.8d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,13.8,normal,136.8,14.4,normal,154.7,14.7,lognormal,184.6,0.12
-W.SF.1.hip.0.8d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,15.7,normal,147.5,16.9,lognormal,167.6,0.11,lognormal,202.3,0.12
-W.SF.1.hip.0.8d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,16.7,normal,153.7,18.0,normal,172.3,16.4,normal,179.2,15.1
-W.SF.1.hip.0.8d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.9,0.14,normal,128.4,13.4,normal,139.3,12.7,lognormal,143.0,0.1
-W.SF.1.hip.0.8d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.5,0.16,normal,125.1,15.1,lognormal,135.0,0.11,normal,138.8,14.7
-W.SF.1.hip.0.8d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,15.2,normal,138.7,15.2,normal,151.3,12.9,normal,155.9,13.7
-W.SF.1.hip.0.8d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.1,normal,148.4,16.9,normal,164.3,14.5,lognormal,171.5,0.1
-W.SF.1.hip.0.8d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,18.3,normal,160.1,21.2,normal,184.8,22.8,normal,204.1,19.7
-W.SF.1.hip.0.8d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,15.8,normal,139.1,17.9,lognormal,157.3,0.13,lognormal,170.6,0.14
-W.SF.1.hip.0.8d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,14.7,normal,129.4,17.4,normal,151.0,19.2,normal,172.5,18.5
-W.SF.1.hip.0.8d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.9,0.16,normal,148.0,19.7,normal,165.6,17.6,normal,181.3,20.6
-W.SF.1.hip.0.8d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.5,0.16,normal,155.3,20.5,normal,178.0,20.4,normal,196.1,21.1
-W.SF.1.hip.0.8d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.9,0.14,normal,152.6,16.8,normal,171.0,16.0,lognormal,185.7,0.11
-W.SF.1.hip.0.8d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,13.9,normal,125.9,12.8,normal,138.8,12.6,lognormal,149.9,0.11
-W.SF.1.hip.0.8d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.4,0.15,normal,123.6,13.9,normal,131.8,11.8,lognormal,136.6,0.1
-W.SF.1.hip.0.8d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,15.1,normal,136.9,14.6,lognormal,151.4,0.09,normal,161.3,13.5
-W.SF.1.hip.0.8d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.2,0.14,normal,147.3,16.6,lognormal,163.8,0.1,lognormal,176.5,0.1
-W.SF.1.hip.0.8d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,18.1,normal,159.9,20.0,normal,182.5,19.9,lognormal,198.2,0.1
-W.SF.1.hip.0.8d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.8,normal,139.9,17.7,lognormal,156.9,0.12,lognormal,171.0,0.14
-W.SF.1.hip.0.8d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.5,0.15,normal,130.7,17.6,normal,151.4,18.7,normal,166.1,17.2
-W.SF.1.hip.0.8d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.16,normal,147.9,18.8,lognormal,167.0,0.12,normal,181.2,20.0
-W.SF.1.hip.0.8d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,17.5,normal,157.6,21.4,normal,177.5,19.6,normal,193.2,19.9
-W.SF.1.hip.0.8d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,16.4,normal,152.6,16.5,lognormal,168.1,0.09,lognormal,177.6,0.1
-W.SF.1.hip.0.8d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,12.9,normal,125.3,12.1,normal,136.0,12.0,normal,144.1,15.4
-W.SF.1.hip.0.8d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.7,0.14,normal,121.4,13.3,lognormal,127.6,0.1,lognormal,130.3,0.11
-W.SF.1.hip.0.8d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,13.8,normal,135.9,14.0,normal,148.0,12.2,normal,154.9,13.9
-W.SF.1.hip.0.8d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,15.0,normal,146.2,15.2,normal,159.5,13.1,lognormal,169.2,0.1
-W.SF.1.hip.0.8s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.7,17.4,lognormal,164.0,0.11,lognormal,187.9,0.11,normal,217.3,25.0
-W.SF.1.hip.0.8s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,14.9,normal,133.9,14.3,normal,150.6,14.7,lognormal,171.0,0.12
-W.SF.1.hip.0.8s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,15.8,normal,134.1,14.7,normal,143.1,14.0,lognormal,154.6,0.12
-W.SF.1.hip.0.8s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.3,0.14,lognormal,145.8,0.12,lognormal,164.4,0.11,lognormal,189.1,0.13
-W.SF.1.hip.0.8s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,16.6,normal,156.6,15.6,normal,177.7,16.6,lognormal,205.8,0.13
-W.SF.1.hip.0.8s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.7,0.15,normal,183.1,23.7,lognormal,212.7,0.14,normal,249.6,21.1
-W.SF.1.hip.0.8s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.3,normal,156.0,18.6,normal,178.4,19.4,normal,202.4,21.8
-W.SF.1.hip.0.8s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.16,normal,148.5,19.6,normal,171.3,20.2,lognormal,192.2,0.11
-W.SF.1.hip.0.8s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,18.5,normal,167.4,20.8,normal,189.6,18.1,normal,224.5,23.9
-W.SF.1.hip.0.8s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.3,0.15,normal,177.7,21.9,normal,207.5,24.8,lognormal,250.0,0.12
-W.SF.1.hip.0.8s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.2,0.14,normal,159.7,15.3,normal,180.3,17.2,normal,207.1,20.7
-W.SF.1.hip.0.8s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.13,lognormal,130.4,0.11,lognormal,144.8,0.11,lognormal,168.6,0.12
-W.SF.1.hip.0.8s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,15.2,normal,130.8,13.7,normal,138.9,13.8,lognormal,153.1,0.13
-W.SF.1.hip.0.8s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,15.0,normal,141.5,14.7,normal,157.6,14.4,normal,182.0,19.0
-W.SF.1.hip.0.8s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,15.6,normal,153.2,15.8,normal,171.5,16.7,lognormal,198.4,0.11
-W.SF.1.hip.0.8s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.2,0.14,normal,182.8,22.4,normal,210.5,22.6,normal,248.8,23.1
-W.SF.1.hip.0.8s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,16.7,normal,154.8,17.5,normal,174.3,18.2,normal,200.6,23.0
-W.SF.1.hip.0.8s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.16,lognormal,149.8,0.15,normal,169.9,19.7,lognormal,189.7,0.12
-W.SF.1.hip.0.8s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,18.2,normal,165.0,18.9,lognormal,189.9,0.12,normal,213.1,18.2
-W.SF.1.hip.0.8s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.8,0.15,normal,175.7,19.8,normal,201.7,20.7,normal,246.9,28.1
-W.SF.1.hip.0.8s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.2,0.14,normal,159.7,15.3,normal,180.3,17.2,normal,207.1,20.7
-W.SF.1.hip.0.8s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.13,lognormal,130.4,0.11,lognormal,144.8,0.11,lognormal,168.6,0.12
-W.SF.1.hip.0.8s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,15.2,normal,130.8,13.7,normal,138.9,13.8,lognormal,153.1,0.13
-W.SF.1.hip.0.8s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,15.0,normal,141.5,14.7,normal,157.6,14.4,normal,182.0,19.0
-W.SF.1.hip.0.8s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,15.6,normal,153.2,15.8,normal,171.5,16.7,lognormal,198.4,0.11
-W.SF.1.hip.0.8s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,17.4,lognormal,164.2,0.11,normal,175.3,14.5,lognormal,179.1,0.09
-W.SF.1.hip.0.8s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.14,lognormal,132.5,0.11,lognormal,140.5,0.1,normal,142.7,14.1
-W.SF.1.hip.0.8s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,15.9,lognormal,133.2,0.12,normal,138.2,14.8,lognormal,139.3,0.12
-W.SF.1.hip.0.8s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,15.8,lognormal,144.4,0.11,lognormal,153.4,0.09,normal,155.8,13.7
-W.SF.1.hip.0.8s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,17.0,normal,155.5,14.9,lognormal,167.5,0.1,lognormal,170.8,0.1
-W.SF.1.hip.0.8s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,19.3,normal,181.4,22.9,lognormal,197.0,0.11,normal,201.9,19.4
-W.SF.1.hip.0.8s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.2,0.15,normal,153.3,17.6,lognormal,164.1,0.13,lognormal,168.9,0.14
-W.SF.1.hip.0.8s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.16,normal,148.1,19.5,normal,164.9,18.9,normal,172.3,18.1
-W.SF.1.hip.0.8s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,18.4,normal,164.5,18.9,normal,175.6,17.9,normal,179.6,18.1
-W.SF.1.hip.0.8s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.9,0.15,normal,175.8,21.0,lognormal,189.7,0.11,normal,195.2,19.3
-W.SF.1.hip.0.8s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.8,0.14,normal,159.9,15.9,normal,173.8,14.6,normal,184.3,17.9
-W.SF.1.hip.0.8s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,14.8,normal,129.2,12.8,lognormal,140.3,0.1,lognormal,149.5,0.11
-W.SF.1.hip.0.8s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.3,normal,129.2,13.1,normal,133.8,12.4,normal,136.5,12.9
-W.SF.1.hip.0.8s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,14.9,normal,140.4,13.8,normal,152.7,13.7,lognormal,162.7,0.11
-W.SF.1.hip.0.8s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.7,0.13,normal,152.7,15.1,lognormal,166.6,0.1,normal,176.4,17.7
-W.SF.1.hip.0.8s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.3,0.15,normal,179.8,20.8,normal,193.0,17.2,normal,198.6,18.3
-W.SF.1.hip.0.8s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.3,normal,152.0,16.3,lognormal,163.6,0.11,lognormal,170.5,0.13
-W.SF.1.hip.0.8s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,16.9,normal,148.1,18.7,normal,160.3,16.2,lognormal,166.2,0.11
-W.SF.1.hip.0.8s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.6,normal,163.1,17.7,lognormal,176.0,0.11,normal,181.3,20.0
-W.SF.1.hip.0.8s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,19.9,normal,174.3,20.1,lognormal,188.7,0.11,normal,194.3,20.8
-W.SF.1.hip.0.8s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.8,0.14,normal,159.9,15.9,normal,173.8,14.6,normal,184.3,17.9
-W.SF.1.hip.0.8s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,14.8,normal,129.2,12.8,lognormal,140.3,0.1,lognormal,149.5,0.11
-W.SF.1.hip.0.8s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.3,normal,129.2,13.1,normal,133.8,12.4,normal,136.5,12.9
-W.SF.1.hip.0.8s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,14.9,normal,140.4,13.8,normal,152.7,13.7,lognormal,162.7,0.11
-W.SF.1.hip.0.8s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.7,0.13,normal,152.7,15.1,lognormal,166.6,0.1,normal,176.4,17.7
-W.SF.1.hip.1.6d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.4,16.8,normal,152.9,17.4,normal,173.1,16.2,lognormal,194.8,0.1
-W.SF.1.hip.1.6d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.9,0.14,normal,127.9,13.4,lognormal,144.5,0.1,normal,160.0,14.1
-W.SF.1.hip.1.6d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.0,14.3,normal,124.3,15.0,normal,136.7,13.0,lognormal,146.2,0.1
-W.SF.1.hip.1.6d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.5,15.0,normal,137.9,14.7,normal,155.5,14.4,lognormal,174.2,0.1
-W.SF.1.hip.1.6d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.1,normal,147.2,16.3,normal,167.1,15.9,lognormal,188.2,0.1
-W.SF.1.hip.1.6d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.0,0.15,lognormal,158.1,0.14,normal,183.6,22.6,normal,206.1,18.5
-W.SF.1.hip.1.6d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,15.7,normal,137.6,17.5,normal,156.1,16.2,normal,173.3,15.7
-W.SF.1.hip.1.6d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,14.7,normal,128.3,17.1,normal,148.6,17.9,lognormal,171.9,0.12
-W.SF.1.hip.1.6d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.8,16.8,normal,145.9,18.5,normal,167.3,18.7,lognormal,189.0,0.11
-W.SF.1.hip.1.6d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.7,0.16,normal,154.0,20.4,normal,176.1,19.4,lognormal,199.4,0.1
-W.SF.1.hip.1.6d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,16.4,normal,151.8,17.3,normal,171.8,17.0,normal,199.2,18.2
-W.SF.1.hip.1.6d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.4,13.7,normal,125.8,13.0,normal,141.3,12.9,lognormal,163.1,0.1
-W.SF.1.hip.1.6d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.8,0.15,normal,123.2,13.9,lognormal,134.4,0.1,normal,146.6,14.0
-W.SF.1.hip.1.6d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.8,normal,135.6,14.1,normal,153.0,13.9,lognormal,177.1,0.1
-W.SF.1.hip.1.6d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.1,lognormal,146.1,0.12,normal,165.0,14.9,lognormal,191.7,0.11
-W.SF.1.hip.1.6d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.0,17.7,normal,157.9,20.3,normal,180.4,19.4,normal,209.7,18.3
-W.SF.1.hip.1.6d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.1,0.15,normal,137.6,17.1,normal,156.7,16.3,normal,179.3,15.8
-W.SF.1.hip.1.6d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.6,normal,128.4,17.0,normal,148.2,17.1,normal,173.4,16.8
-W.SF.1.hip.1.6d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.3,16.8,normal,145.4,18.3,normal,166.6,18.6,lognormal,193.5,0.1
-W.SF.1.hip.1.6d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.9,0.15,normal,153.1,19.2,normal,176.4,19.9,lognormal,205.5,0.1
-W.SF.1.hip.1.6d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.0,0.14,normal,151.5,16.6,normal,170.5,15.7,normal,196.6,17.5
-W.SF.1.hip.1.6d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,12.5,normal,125.1,12.4,lognormal,140.2,0.1,normal,161.1,14.5
-W.SF.1.hip.1.6d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.0,0.14,normal,121.6,13.7,lognormal,132.8,0.1,lognormal,147.8,0.11
-W.SF.1.hip.1.6d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,13.8,normal,135.4,14.6,normal,152.0,13.5,normal,175.8,17.0
-W.SF.1.hip.1.6d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.14,normal,145.0,15.3,normal,163.4,14.6,normal,189.9,17.5
-W.SF.1.hip.1.6d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.7,17.0,normal,152.8,17.1,normal,170.4,15.7,normal,178.9,15.7
-W.SF.1.hip.1.6d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,14.2,normal,127.0,12.8,normal,138.5,12.4,lognormal,142.2,0.1
-W.SF.1.hip.1.6d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,14.4,normal,124.0,14.7,normal,134.1,13.1,lognormal,138.7,0.11
-W.SF.1.hip.1.6d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.3,normal,137.2,14.5,normal,150.9,13.1,lognormal,155.3,0.09
-W.SF.1.hip.1.6d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.0,normal,148.1,17.2,normal,163.3,14.8,normal,170.0,15.0
-W.SF.1.hip.1.6d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,17.9,normal,157.6,20.4,normal,180.6,20.0,lognormal,198.4,0.1
-W.SF.1.hip.1.6d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.6,normal,137.2,17.0,normal,154.0,16.9,normal,165.4,18.9
-W.SF.1.hip.1.6d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,14.8,normal,128.2,17.2,normal,147.6,17.5,lognormal,168.1,0.12
-W.SF.1.hip.1.6d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,119.4,16.6,normal,146.8,19.0,normal,164.3,17.2,normal,178.5,19.5
-W.SF.1.hip.1.6d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.0,0.15,normal,153.8,20.2,normal,175.0,20.1,lognormal,193.0,0.11
-W.SF.1.hip.1.6d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,16.4,normal,150.8,16.1,normal,170.3,16.4,lognormal,185.9,0.11
-W.SF.1.hip.1.6d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.1,0.14,normal,125.9,12.9,normal,138.7,12.4,normal,149.6,14.8
-W.SF.1.hip.1.6d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.5,0.15,normal,122.7,13.8,normal,131.8,11.9,lognormal,136.8,0.1
-W.SF.1.hip.1.6d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,116.6,14.7,normal,135.4,14.2,normal,151.2,13.5,lognormal,163.3,0.1
-W.SF.1.hip.1.6d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.0,normal,146.3,15.9,normal,161.6,13.0,lognormal,176.7,0.1
-W.SF.1.hip.1.6d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.8,18.2,normal,157.7,19.7,lognormal,180.4,0.12,normal,198.0,18.2
-W.SF.1.hip.1.6d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.6,normal,137.7,17.5,normal,154.7,16.3,lognormal,169.0,0.12
-W.SF.1.hip.1.6d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.8,normal,128.2,16.7,normal,147.5,16.9,normal,165.5,17.3
-W.SF.1.hip.1.6d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,16.6,lognormal,146.3,0.14,normal,164.4,17.1,lognormal,181.5,0.12
-W.SF.1.hip.1.6d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.5,0.16,normal,153.7,19.2,lognormal,174.2,0.12,normal,193.8,20.1
-W.SF.1.hip.1.6d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,125.6,15.7,normal,150.6,16.4,normal,168.1,15.4,normal,178.1,16.3
-W.SF.1.hip.1.6d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,12.4,normal,124.7,12.1,lognormal,135.5,0.09,lognormal,143.5,0.11
-W.SF.1.hip.1.6d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.1,0.14,normal,120.4,13.1,lognormal,127.0,0.1,lognormal,130.2,0.11
-W.SF.1.hip.1.6d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,13.9,normal,134.6,13.6,lognormal,148.2,0.09,lognormal,156.3,0.1
-W.SF.1.hip.1.6d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.3,15.8,normal,144.8,15.3,normal,159.9,13.3,normal,170.2,16.4
-W.SF.1.hip.1.6s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.3,0.14,lognormal,164.0,0.11,lognormal,187.1,0.11,normal,211.3,22.1
-W.SF.1.hip.1.6s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.9,0.14,normal,133.5,13.5,normal,150.7,14.4,lognormal,170.3,0.12
-W.SF.1.hip.1.6s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,15.9,normal,134.1,14.1,lognormal,142.9,0.1,lognormal,154.3,0.12
-W.SF.1.hip.1.6s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.1,0.13,lognormal,146.5,0.12,lognormal,164.6,0.11,normal,185.9,19.5
-W.SF.1.hip.1.6s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.0,16.7,normal,156.8,16.3,normal,178.1,17.2,normal,201.6,21.5
-W.SF.1.hip.1.6s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,19.5,normal,183.2,23.1,lognormal,215.9,0.15,normal,249.2,22.3
-W.SF.1.hip.1.6s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,17.1,normal,155.9,17.8,lognormal,177.4,0.11,normal,203.5,23.2
-W.SF.1.hip.1.6s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.16,normal,149.2,20.1,normal,171.4,19.2,normal,192.2,18.7
-W.SF.1.hip.1.6s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.1,0.15,normal,166.1,19.5,normal,192.2,21.9,normal,219.9,23.4
-W.SF.1.hip.1.6s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.5,0.15,normal,176.5,21.4,normal,205.9,23.4,lognormal,250.0,0.13
-W.SF.1.hip.1.6s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,17.3,normal,160.3,16.2,normal,179.9,17.5,normal,206.9,20.2
-W.SF.1.hip.1.6s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.5,normal,129.8,13.0,normal,144.5,14.2,lognormal,167.2,0.12
-W.SF.1.hip.1.6s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.2,normal,130.6,13.5,normal,138.5,13.7,lognormal,152.6,0.13
-W.SF.1.hip.1.6s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,14.9,normal,141.4,14.8,normal,157.3,15.0,normal,184.2,21.0
-W.SF.1.hip.1.6s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.8,0.13,normal,153.2,15.5,lognormal,172.6,0.11,lognormal,200.4,0.12
-W.SF.1.hip.1.6s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.5,0.15,normal,181.8,21.7,lognormal,215.0,0.14,normal,248.2,24.6
-W.SF.1.hip.1.6s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.1,normal,154.6,17.5,lognormal,174.6,0.12,lognormal,199.8,0.13
-W.SF.1.hip.1.6s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.16,normal,149.3,19.4,normal,171.3,20.8,lognormal,190.2,0.12
-W.SF.1.hip.1.6s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,18.0,normal,164.1,18.2,normal,188.9,20.7,normal,215.2,19.7
-W.SF.1.hip.1.6s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.8,0.15,normal,176.0,20.0,normal,202.5,22.0,normal,227.4,18.1
-W.SF.1.hip.1.6s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.3,17.3,normal,160.3,16.2,normal,179.9,17.5,normal,206.9,20.2
-W.SF.1.hip.1.6s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,14.5,normal,129.8,13.0,normal,144.5,14.2,lognormal,167.2,0.12
-W.SF.1.hip.1.6s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.2,normal,130.6,13.5,normal,138.5,13.7,lognormal,152.6,0.13
-W.SF.1.hip.1.6s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,14.9,normal,141.4,14.8,normal,157.3,15.0,normal,184.2,21.0
-W.SF.1.hip.1.6s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.8,0.13,normal,153.2,15.5,lognormal,172.6,0.11,lognormal,200.4,0.12
-W.SF.1.hip.1.6s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.9,0.13,normal,164.3,17.3,normal,175.9,14.7,normal,178.7,14.7
-W.SF.1.hip.1.6s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.0,0.14,normal,132.5,13.3,lognormal,140.7,0.1,lognormal,143.3,0.11
-W.SF.1.hip.1.6s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,16.0,lognormal,133.2,0.12,normal,138.2,14.8,lognormal,139.3,0.12
-W.SF.1.hip.1.6s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,15.8,lognormal,144.4,0.11,lognormal,153.4,0.09,normal,155.7,13.7
-W.SF.1.hip.1.6s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,17.0,normal,155.4,14.9,lognormal,167.6,0.1,lognormal,170.9,0.1
-W.SF.1.hip.1.6s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.6,19.6,normal,181.1,22.5,normal,197.2,20.3,normal,202.7,19.6
-W.SF.1.hip.1.6s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.4,0.15,lognormal,153.3,0.13,lognormal,164.6,0.13,lognormal,169.5,0.14
-W.SF.1.hip.1.6s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.16,normal,148.1,19.4,normal,164.5,18.1,normal,172.3,18.2
-W.SF.1.hip.1.6s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.4,18.4,normal,164.4,18.8,normal,175.6,17.8,normal,179.6,18.3
-W.SF.1.hip.1.6s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.0,0.16,normal,174.7,20.3,lognormal,190.1,0.11,lognormal,197.6,0.12
-W.SF.1.hip.1.6s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.5,0.14,normal,159.7,15.4,normal,173.7,14.9,normal,184.5,17.7
-W.SF.1.hip.1.6s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.5,0.14,lognormal,129.5,0.11,lognormal,140.7,0.1,normal,149.6,14.8
-W.SF.1.hip.1.6s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,15.3,lognormal,129.2,0.11,lognormal,133.8,0.1,lognormal,136.4,0.1
-W.SF.1.hip.1.6s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,14.9,normal,140.3,13.8,normal,152.7,13.7,lognormal,162.9,0.11
-W.SF.1.hip.1.6s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.9,0.13,normal,152.8,15.1,lognormal,166.4,0.1,normal,176.0,17.3
-W.SF.1.hip.1.6s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.6,0.15,normal,179.7,20.9,normal,192.8,17.1,lognormal,198.8,0.1
-W.SF.1.hip.1.6s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,17.3,normal,151.7,16.0,lognormal,163.8,0.12,normal,170.8,21.0
-W.SF.1.hip.1.6s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,17.0,lognormal,148.1,0.14,normal,160.3,16.5,lognormal,166.2,0.11
-W.SF.1.hip.1.6s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,138.2,0.15,normal,163.7,18.7,normal,177.0,18.9,normal,183.6,21.2
-W.SF.1.hip.1.6s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.6,20.1,normal,174.2,19.7,normal,187.7,18.4,normal,193.7,20.6
-W.SF.1.hip.1.6s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.5,0.14,normal,159.7,15.4,normal,173.7,14.9,normal,184.5,17.7
-W.SF.1.hip.1.6s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.5,0.14,lognormal,129.5,0.11,lognormal,140.7,0.1,normal,149.6,14.8
-W.SF.1.hip.1.6s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,15.3,lognormal,129.2,0.11,lognormal,133.8,0.1,lognormal,136.4,0.1
-W.SF.1.hip.1.6s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.5,14.9,normal,140.3,13.8,normal,152.7,13.7,lognormal,162.9,0.11
-W.SF.1.hip.1.6s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.9,0.13,normal,152.8,15.1,lognormal,166.4,0.1,normal,176.0,17.3
-W.SF.1.hip.1.8d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,17.0,normal,154.6,18.9,normal,178.2,18.9,normal,211.1,21.8
-W.SF.1.hip.1.8d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.7,0.14,normal,128.3,13.7,lognormal,147.8,0.11,lognormal,170.2,0.12
-W.SF.1.hip.1.8d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,14.4,normal,125.5,15.4,lognormal,139.5,0.11,normal,155.3,17.8
-W.SF.1.hip.1.8d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,15.4,lognormal,138.7,0.12,normal,158.5,15.3,lognormal,185.7,0.11
-W.SF.1.hip.1.8d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.4,normal,149.2,17.4,normal,171.9,18.0,normal,203.7,21.0
-W.SF.1.hip.1.8d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.2,18.0,normal,158.6,20.1,normal,187.5,22.9,normal,249.0,22.6
-W.SF.1.hip.1.8d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.2,15.6,normal,140.0,18.6,normal,163.0,18.7,lognormal,204.5,0.13
-W.SF.1.hip.1.8d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,14.6,lognormal,130.6,0.15,normal,153.1,19.4,lognormal,192.0,0.11
-W.SF.1.hip.1.8d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.8,0.16,normal,148.5,20.6,normal,172.8,20.3,lognormal,221.4,0.11
-W.SF.1.hip.1.8d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.8,17.5,normal,155.9,20.8,normal,184.0,24.2,normal,248.6,23.6
-W.SF.1.hip.1.8d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,16.6,normal,152.7,16.9,normal,173.8,17.2,normal,207.6,21.7
-W.SF.1.hip.1.8d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.0,0.14,normal,126.0,12.5,normal,142.9,14.3,normal,166.3,17.4
-W.SF.1.hip.1.8d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.6,14.2,normal,124.8,14.6,normal,136.2,13.1,lognormal,153.2,0.13
-W.SF.1.hip.1.8d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.1,normal,136.4,14.4,normal,154.4,14.7,lognormal,184.2,0.12
-W.SF.1.hip.1.8d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.3,16.3,normal,146.7,16.1,lognormal,166.5,0.1,normal,198.1,19.5
-W.SF.1.hip.1.8d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.6,0.15,normal,160.5,21.0,lognormal,188.3,0.14,normal,248.6,23.6
-W.SF.1.hip.1.8d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.0,0.15,normal,140.0,18.2,normal,163.0,19.1,normal,200.9,24.5
-W.SF.1.hip.1.8d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,105.5,14.6,lognormal,130.9,0.15,normal,152.8,19.5,normal,189.3,19.6
-W.SF.1.hip.1.8d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,120.2,16.7,lognormal,149.6,0.15,normal,173.6,20.4,normal,212.9,19.9
-W.SF.1.hip.1.8d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.8,0.15,normal,156.7,20.5,normal,183.2,22.1,normal,246.8,28.2
-W.SF.1.hip.1.8d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.6,0.14,normal,153.0,17.2,normal,174.2,16.7,lognormal,208.4,0.12
-W.SF.1.hip.1.8d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.5,12.7,normal,126.9,13.1,lognormal,143.2,0.1,lognormal,170.5,0.13
-W.SF.1.hip.1.8d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.9,0.14,normal,124.6,14.8,lognormal,137.7,0.11,lognormal,158.2,0.15
-W.SF.1.hip.1.8d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.1,13.8,normal,136.8,14.4,normal,154.7,14.7,lognormal,184.6,0.12
-W.SF.1.hip.1.8d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,122.4,15.7,normal,147.5,16.9,lognormal,167.6,0.11,lognormal,202.3,0.12
-W.SF.1.hip.1.8d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,16.7,normal,153.7,18.0,normal,172.3,16.4,normal,179.2,15.1
-W.SF.1.hip.1.8d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,109.9,0.14,normal,128.4,13.4,normal,139.3,12.7,lognormal,143.0,0.1
-W.SF.1.hip.1.8d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.5,0.16,normal,125.1,15.1,lognormal,135.0,0.11,normal,138.8,14.7
-W.SF.1.hip.1.8d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,15.2,normal,138.7,15.2,normal,151.3,12.9,normal,155.9,13.7
-W.SF.1.hip.1.8d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.1,normal,148.4,16.9,normal,164.3,14.5,lognormal,171.5,0.1
-W.SF.1.hip.1.8d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,18.3,normal,160.1,21.2,normal,184.8,22.8,normal,204.1,19.7
-W.SF.1.hip.1.8d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,15.8,normal,139.1,17.9,lognormal,157.3,0.13,lognormal,170.6,0.14
-W.SF.1.hip.1.8d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.5,14.7,normal,129.4,17.4,normal,151.0,19.2,normal,172.5,18.5
-W.SF.1.hip.1.8d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.9,0.16,normal,148.0,19.7,normal,165.6,17.6,normal,181.3,20.6
-W.SF.1.hip.1.8d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.5,0.16,normal,155.3,20.5,normal,178.0,20.4,normal,196.1,21.1
-W.SF.1.hip.1.8d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.9,0.14,normal,152.6,16.8,normal,171.0,16.0,lognormal,185.7,0.11
-W.SF.1.hip.1.8d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,109.5,13.9,normal,125.9,12.8,normal,138.8,12.6,lognormal,149.9,0.11
-W.SF.1.hip.1.8d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,104.4,0.15,normal,123.6,13.9,normal,131.8,11.8,lognormal,136.6,0.1
-W.SF.1.hip.1.8d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,117.0,15.1,normal,136.9,14.6,lognormal,151.4,0.09,normal,161.3,13.5
-W.SF.1.hip.1.8d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.2,0.14,normal,147.3,16.6,lognormal,163.8,0.1,lognormal,176.5,0.1
-W.SF.1.hip.1.8d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,130.2,18.1,normal,159.9,20.0,normal,182.5,19.9,lognormal,198.2,0.1
-W.SF.1.hip.1.8d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.8,normal,139.9,17.7,lognormal,156.9,0.12,lognormal,171.0,0.14
-W.SF.1.hip.1.8d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.5,0.15,normal,130.7,17.6,normal,151.4,18.7,normal,166.1,17.2
-W.SF.1.hip.1.8d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.7,0.16,normal,147.9,18.8,lognormal,167.0,0.12,normal,181.2,20.0
-W.SF.1.hip.1.8d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,17.5,normal,157.6,21.4,normal,177.5,19.6,normal,193.2,19.9
-W.SF.1.hip.1.8d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.4,16.4,normal,152.6,16.5,lognormal,168.1,0.09,lognormal,177.6,0.1
-W.SF.1.hip.1.8d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,12.9,normal,125.3,12.1,normal,136.0,12.0,normal,144.1,15.4
-W.SF.1.hip.1.8d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.7,0.14,normal,121.4,13.3,lognormal,127.6,0.1,lognormal,130.3,0.11
-W.SF.1.hip.1.8d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.4,13.8,normal,135.9,14.0,normal,148.0,12.2,normal,154.9,13.9
-W.SF.1.hip.1.8d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,15.0,normal,146.2,15.2,normal,159.5,13.1,lognormal,169.2,0.1
-W.SF.1.hip.1.8s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,141.7,17.4,lognormal,164.0,0.11,lognormal,187.9,0.11,normal,217.3,25.0
-W.SF.1.hip.1.8s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,119.5,14.9,normal,133.9,14.3,normal,150.6,14.7,lognormal,171.0,0.12
-W.SF.1.hip.1.8s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.8,15.8,normal,134.1,14.7,normal,143.1,14.0,lognormal,154.6,0.12
-W.SF.1.hip.1.8s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.3,0.14,lognormal,145.8,0.12,lognormal,164.4,0.11,lognormal,189.1,0.13
-W.SF.1.hip.1.8s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,136.6,16.6,normal,156.6,15.6,normal,177.7,16.6,lognormal,205.8,0.13
-W.SF.1.hip.1.8s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.7,0.15,normal,183.1,23.7,lognormal,212.7,0.14,normal,249.6,21.1
-W.SF.1.hip.1.8s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.3,normal,156.0,18.6,normal,178.4,19.4,normal,202.4,21.8
-W.SF.1.hip.1.8s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.4,0.16,normal,148.5,19.6,normal,171.3,20.2,lognormal,192.2,0.11
-W.SF.1.hip.1.8s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.7,18.5,normal,167.4,20.8,normal,189.6,18.1,normal,224.5,23.9
-W.SF.1.hip.1.8s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.3,0.15,normal,177.7,21.9,normal,207.5,24.8,lognormal,250.0,0.12
-W.SF.1.hip.1.8s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.2,0.14,normal,159.7,15.3,normal,180.3,17.2,normal,207.1,20.7
-W.SF.1.hip.1.8s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.13,lognormal,130.4,0.11,lognormal,144.8,0.11,lognormal,168.6,0.12
-W.SF.1.hip.1.8s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,15.2,normal,130.8,13.7,normal,138.9,13.8,lognormal,153.1,0.13
-W.SF.1.hip.1.8s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,15.0,normal,141.5,14.7,normal,157.6,14.4,normal,182.0,19.0
-W.SF.1.hip.1.8s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,15.6,normal,153.2,15.8,normal,171.5,16.7,lognormal,198.4,0.11
-W.SF.1.hip.1.8s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,149.2,0.14,normal,182.8,22.4,normal,210.5,22.6,normal,248.8,23.1
-W.SF.1.hip.1.8s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,129.9,16.7,normal,154.8,17.5,normal,174.3,18.2,normal,200.6,23.0
-W.SF.1.hip.1.8s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,122.6,0.16,lognormal,149.8,0.15,normal,169.9,19.7,lognormal,189.7,0.12
-W.SF.1.hip.1.8s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.8,18.2,normal,165.0,18.9,lognormal,189.9,0.12,normal,213.1,18.2
-W.SF.1.hip.1.8s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.8,0.15,normal,175.7,19.8,normal,201.7,20.7,normal,246.9,28.1
-W.SF.1.hip.1.8s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,142.2,0.14,normal,159.7,15.3,normal,180.3,17.2,normal,207.1,20.7
-W.SF.1.hip.1.8s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.13,lognormal,130.4,0.11,lognormal,144.8,0.11,lognormal,168.6,0.12
-W.SF.1.hip.1.8s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.2,15.2,normal,130.8,13.7,normal,138.9,13.8,lognormal,153.1,0.13
-W.SF.1.hip.1.8s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.7,15.0,normal,141.5,14.7,normal,157.6,14.4,normal,182.0,19.0
-W.SF.1.hip.1.8s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,135.2,15.6,normal,153.2,15.8,normal,171.5,16.7,lognormal,198.4,0.11
-W.SF.1.hip.1.8s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,142.2,17.4,lognormal,164.2,0.11,normal,175.3,14.5,lognormal,179.1,0.09
-W.SF.1.hip.1.8s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,120.1,0.14,lognormal,132.5,0.11,lognormal,140.5,0.1,normal,142.7,14.1
-W.SF.1.hip.1.8s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.9,15.9,lognormal,133.2,0.12,normal,138.2,14.8,lognormal,139.3,0.12
-W.SF.1.hip.1.8s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,128.0,15.8,lognormal,144.4,0.11,lognormal,153.4,0.09,normal,155.8,13.7
-W.SF.1.hip.1.8s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,137.1,17.0,normal,155.5,14.9,lognormal,167.5,0.1,lognormal,170.8,0.1
-W.SF.1.hip.1.8s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,148.1,19.3,normal,181.4,22.9,lognormal,197.0,0.11,normal,201.9,19.4
-W.SF.1.hip.1.8s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,130.2,0.15,normal,153.3,17.6,lognormal,164.1,0.13,lognormal,168.9,0.14
-W.SF.1.hip.1.8s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.0,0.16,normal,148.1,19.5,normal,164.9,18.9,normal,172.3,18.1
-W.SF.1.hip.1.8s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,137.5,18.4,normal,164.5,18.9,normal,175.6,17.9,normal,179.6,18.1
-W.SF.1.hip.1.8s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,145.9,0.15,normal,175.8,21.0,lognormal,189.7,0.11,normal,195.2,19.3
-W.SF.1.hip.1.8s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.8,0.14,normal,159.9,15.9,normal,173.8,14.6,normal,184.3,17.9
-W.SF.1.hip.1.8s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,14.8,normal,129.2,12.8,lognormal,140.3,0.1,lognormal,149.5,0.11
-W.SF.1.hip.1.8s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.3,normal,129.2,13.1,normal,133.8,12.4,normal,136.5,12.9
-W.SF.1.hip.1.8s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,14.9,normal,140.4,13.8,normal,152.7,13.7,lognormal,162.7,0.11
-W.SF.1.hip.1.8s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.7,0.13,normal,152.7,15.1,lognormal,166.6,0.1,normal,176.4,17.7
-W.SF.1.hip.1.8s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,150.3,0.15,normal,179.8,20.8,normal,193.0,17.2,normal,198.6,18.3
-W.SF.1.hip.1.8s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,130.7,17.3,normal,152.0,16.3,lognormal,163.6,0.11,lognormal,170.5,0.13
-W.SF.1.hip.1.8s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,121.9,16.9,normal,148.1,18.7,normal,160.3,16.2,lognormal,166.2,0.11
-W.SF.1.hip.1.8s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,138.0,18.6,normal,163.1,17.7,lognormal,176.0,0.11,normal,181.3,20.0
-W.SF.1.hip.1.8s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,146.5,19.9,normal,174.3,20.1,lognormal,188.7,0.11,normal,194.3,20.8
-W.SF.1.hip.1.8s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,141.8,0.14,normal,159.9,15.9,normal,173.8,14.6,normal,184.3,17.9
-W.SF.1.hip.1.8s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,14.8,normal,129.2,12.8,lognormal,140.3,0.1,lognormal,149.5,0.11
-W.SF.1.hip.1.8s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,15.3,normal,129.2,13.1,normal,133.8,12.4,normal,136.5,12.9
-W.SF.1.hip.1.8s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,126.6,14.9,normal,140.4,13.8,normal,152.7,13.7,lognormal,162.7,0.11
-W.SF.1.hip.1.8s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,135.7,0.13,normal,152.7,15.1,lognormal,166.6,0.1,normal,176.4,17.7
-W.SF.2.gab.0.6d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,126.7,15.5,lognormal,144.4,0.11,normal,159.3,15.3
-W.SF.2.gab.0.6d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,96.8,0.15,normal,111.0,12.8,normal,123.3,11.3,lognormal,135.5,0.1
-W.SF.2.gab.0.6d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,12.9,normal,105.9,12.6,normal,116.1,10.5,lognormal,125.0,0.1
-W.SF.2.gab.0.6d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.2,0.16,normal,117.1,13.4,normal,131.6,12.4,lognormal,145.0,0.1
-W.SF.2.gab.0.6d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.7,lognormal,123.3,0.13,normal,140.3,14.1,normal,154.3,14.5
-W.SF.2.gab.0.6d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.4,normal,128.1,16.1,lognormal,151.0,0.12,lognormal,171.5,0.11
-W.SF.2.gab.0.6d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.9,0.16,lognormal,115.3,0.14,lognormal,135.0,0.12,lognormal,150.8,0.11
-W.SF.2.gab.0.6d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,91.8,0.15,lognormal,108.3,0.14,normal,127.6,14.5,lognormal,144.8,0.11
-W.SF.2.gab.0.6d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.4,0.16,lognormal,120.1,0.14,normal,140.3,15.0,normal,158.4,15.8
-W.SF.2.gab.0.6d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.7,lognormal,125.4,0.14,normal,146.7,15.6,lognormal,167.7,0.11
-W.SF.2.gab.0.6d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,15.1,normal,128.6,15.2,lognormal,144.5,0.11,normal,164.1,16.5
-W.SF.2.gab.0.6d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.6,13.2,normal,112.3,12.6,normal,123.3,11.0,lognormal,138.9,0.1
-W.SF.2.gab.0.6d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.4,0.15,normal,107.4,12.4,normal,115.8,10.5,normal,127.2,12.1
-W.SF.2.gab.0.6d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.8,0.16,normal,119.0,13.9,lognormal,131.9,0.1,lognormal,149.1,0.1
-W.SF.2.gab.0.6d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.5,normal,125.2,14.5,normal,139.7,13.8,normal,158.3,15.2
-W.SF.2.gab.0.6d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,15.5,normal,130.5,16.4,lognormal,153.1,0.12,normal,174.1,17.3
-W.SF.2.gab.0.6d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.9,0.16,normal,117.0,14.7,normal,135.9,14.6,lognormal,154.6,0.11
-W.SF.2.gab.0.6d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,13.1,lognormal,110.5,0.14,normal,129.0,14.7,lognormal,147.7,0.11
-W.SF.2.gab.0.6d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.8,14.4,lognormal,122.6,0.14,lognormal,142.5,0.12,lognormal,161.2,0.1
-W.SF.2.gab.0.6d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,14.5,lognormal,127.8,0.14,lognormal,148.6,0.12,lognormal,169.6,0.11
-W.SF.2.gab.0.6d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,14.7,normal,127.6,14.9,lognormal,143.2,0.11,normal,161.7,15.6
-W.SF.2.gab.0.6d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.2,0.14,normal,111.0,12.0,normal,122.4,11.6,normal,139.0,13.5
-W.SF.2.gab.0.6d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,normal,105.1,11.9,lognormal,115.0,0.1,normal,127.0,12.1
-W.SF.2.gab.0.6d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.6,0.14,lognormal,117.6,0.12,normal,130.1,11.8,lognormal,149.0,0.11
-W.SF.2.gab.0.6d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,13.9,normal,124.4,14.6,normal,138.6,13.4,normal,157.6,15.8
-W.SF.2.gab.0.6d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.6,0.15,normal,126.2,14.9,normal,140.6,13.8,normal,148.0,15.7
-W.SF.2.gab.0.6d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,13.2,normal,110.4,12.4,lognormal,119.5,0.11,normal,122.4,13.8
-W.SF.2.gab.0.6d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,13.0,normal,105.6,12.5,normal,115.3,11.6,normal,119.1,12.9
-W.SF.2.gab.0.6d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.8,0.15,normal,116.7,13.5,lognormal,127.8,0.11,lognormal,132.5,0.12
-W.SF.2.gab.0.6d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.6,normal,122.7,14.4,normal,135.8,13.3,normal,142.1,15.1
-W.SF.2.gab.0.6d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,lognormal,128.4,0.14,lognormal,150.7,0.12,lognormal,164.6,0.1
-W.SF.2.gab.0.6d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.8,0.16,lognormal,114.8,0.14,normal,133.3,14.4,lognormal,144.3,0.11
-W.SF.2.gab.0.6d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,91.8,0.15,lognormal,108.3,0.14,lognormal,127.6,0.13,normal,139.7,13.8
-W.SF.2.gab.0.6d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.2,0.16,lognormal,119.7,0.14,lognormal,140.4,0.12,lognormal,153.5,0.11
-W.SF.2.gab.0.6d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.6,lognormal,125.7,0.14,lognormal,146.4,0.12,normal,161.1,15.6
-W.SF.2.gab.0.6d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,15.2,normal,128.6,15.5,lognormal,144.0,0.11,normal,154.4,15.7
-W.SF.2.gab.0.6d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,13.3,normal,111.9,12.4,normal,121.6,11.9,normal,128.8,13.4
-W.SF.2.gab.0.6d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,13.0,normal,106.8,12.5,normal,114.9,11.1,lognormal,119.4,0.11
-W.SF.2.gab.0.6d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,14.1,normal,118.7,13.7,lognormal,129.9,0.1,lognormal,138.7,0.11
-W.SF.2.gab.0.6d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.7,normal,124.8,14.4,normal,138.4,13.7,normal,148.6,15.6
-W.SF.2.gab.0.6d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,15.5,lognormal,130.7,0.14,lognormal,151.7,0.12,lognormal,166.3,0.11
-W.SF.2.gab.0.6d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.0,0.16,normal,116.8,14.6,lognormal,134.7,0.11,normal,147.7,16.0
-W.SF.2.gab.0.6d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.15,normal,110.3,14.2,lognormal,128.3,0.12,lognormal,141.2,0.11
-W.SF.2.gab.0.6d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.0,0.15,normal,122.1,15.3,lognormal,142.0,0.12,lognormal,155.4,0.11
-W.SF.2.gab.0.6d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,14.9,normal,127.7,16.3,lognormal,148.1,0.12,lognormal,163.2,0.12
-W.SF.2.gab.0.6d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,14.3,normal,127.1,14.5,lognormal,138.5,0.1,lognormal,145.3,0.12
-W.SF.2.gab.0.6d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.3,0.14,normal,109.1,11.6,lognormal,116.4,0.11,lognormal,121.4,0.14
-W.SF.2.gab.0.6d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,lognormal,102.4,0.12,lognormal,107.8,0.12,lognormal,109.7,0.13
-W.SF.2.gab.0.6d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.9,0.14,normal,116.0,12.3,lognormal,124.8,0.11,lognormal,129.6,0.13
-W.SF.2.gab.0.6d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,13.9,normal,123.0,13.6,lognormal,133.1,0.1,lognormal,139.0,0.12
-W.SF.2.gab.0.6s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.3,normal,141.3,15.4,normal,153.1,16.6,normal,169.8,17.9
-W.SF.2.gab.0.6s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.7,lognormal,119.9,0.11,normal,127.3,11.6,normal,140.5,13.6
-W.SF.2.gab.0.6s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,13.4,normal,114.9,12.1,lognormal,120.8,0.11,normal,128.8,12.9
-W.SF.2.gab.0.6s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,14.4,normal,128.4,13.6,normal,137.2,13.0,lognormal,152.4,0.11
-W.SF.2.gab.0.6s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,15.6,normal,136.4,14.5,normal,147.8,15.9,normal,162.8,16.3
-W.SF.2.gab.0.6s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.5,0.16,normal,156.6,20.5,normal,181.6,19.2,normal,198.0,19.7
-W.SF.2.gab.0.6s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.0,0.15,normal,137.9,17.0,normal,156.4,16.9,lognormal,167.4,0.13
-W.SF.2.gab.0.6s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.0,0.16,normal,132.0,17.4,lognormal,153.3,0.13,normal,163.8,17.2
-W.SF.2.gab.0.6s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,16.1,normal,145.0,18.6,lognormal,165.8,0.11,normal,177.7,17.9
-W.SF.2.gab.0.6s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.4,normal,152.0,19.8,normal,175.4,18.1,normal,193.1,21.4
-W.SF.2.gab.0.6s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.1,normal,140.4,14.8,lognormal,151.2,0.12,normal,175.4,19.9
-W.SF.2.gab.0.6s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,13.5,normal,120.0,12.8,normal,126.0,12.0,lognormal,144.8,0.11
-W.SF.2.gab.0.6s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.2,normal,115.1,11.7,lognormal,119.4,0.11,normal,131.3,13.8
-W.SF.2.gab.0.6s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,14.2,normal,127.9,13.6,lognormal,135.4,0.11,normal,156.2,17.0
-W.SF.2.gab.0.6s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.6,0.14,lognormal,136.0,0.11,lognormal,145.6,0.12,normal,168.3,18.9
-W.SF.2.gab.0.6s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.7,normal,157.4,20.3,normal,181.9,19.3,lognormal,206.5,0.12
-W.SF.2.gab.0.6s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.6,normal,139.0,17.5,normal,155.9,16.2,lognormal,171.4,0.11
-W.SF.2.gab.0.6s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,15.4,normal,132.8,17.4,normal,153.1,17.3,lognormal,164.3,0.11
-W.SF.2.gab.0.6s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.15,normal,146.6,18.7,normal,165.7,16.3,normal,185.2,20.0
-W.SF.2.gab.0.6s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.1,0.16,normal,153.3,19.6,normal,176.6,19.1,normal,197.0,19.1
-W.SF.2.gab.0.6s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.1,normal,140.4,14.8,lognormal,151.2,0.12,normal,175.4,19.9
-W.SF.2.gab.0.6s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,13.5,normal,120.0,12.8,normal,126.0,12.0,lognormal,144.8,0.11
-W.SF.2.gab.0.6s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.2,normal,115.1,11.7,lognormal,119.4,0.11,normal,131.3,13.8
-W.SF.2.gab.0.6s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,14.2,normal,127.9,13.6,lognormal,135.4,0.11,normal,156.2,17.0
-W.SF.2.gab.0.6s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.6,0.14,lognormal,136.0,0.11,lognormal,145.6,0.12,normal,168.3,18.9
-W.SF.2.gab.0.6s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.3,lognormal,140.0,0.12,lognormal,146.3,0.12,normal,148.8,16.2
-W.SF.2.gab.0.6s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.5,lognormal,118.5,0.12,lognormal,121.5,0.12,normal,122.4,13.9
-W.SF.2.gab.0.6s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.7,normal,114.4,11.9,normal,117.6,12.1,normal,119.2,12.6
-W.SF.2.gab.0.6s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,14.5,normal,126.2,13.4,lognormal,130.7,0.12,normal,132.4,15.0
-W.SF.2.gab.0.6s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,15.7,normal,134.5,14.2,lognormal,139.5,0.11,lognormal,142.5,0.12
-W.SF.2.gab.0.6s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.3,normal,153.5,18.6,lognormal,164.9,0.1,lognormal,167.3,0.1
-W.SF.2.gab.0.6s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.6,normal,135.2,16.1,normal,143.9,15.3,normal,145.4,15.5
-W.SF.2.gab.0.6s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.7,0.16,normal,130.3,16.6,lognormal,139.7,0.11,normal,141.3,13.9
-W.SF.2.gab.0.6s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,143.2,17.8,normal,152.6,14.4,normal,154.4,14.6
-W.SF.2.gab.0.6s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.16,normal,150.6,18.7,normal,159.5,14.5,normal,161.2,14.3
-W.SF.2.gab.0.6s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.9,normal,139.9,15.0,normal,146.8,15.5,normal,153.5,16.5
-W.SF.2.gab.0.6s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.2,lognormal,118.5,0.11,normal,122.6,11.7,normal,128.4,13.4
-W.SF.2.gab.0.6s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.3,normal,113.6,11.6,normal,116.0,11.4,lognormal,119.3,0.11
-W.SF.2.gab.0.6s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,14.1,normal,126.4,12.7,normal,131.6,12.7,lognormal,138.7,0.12
-W.SF.2.gab.0.6s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,15.8,lognormal,135.3,0.11,lognormal,141.5,0.11,normal,148.6,16.0
-W.SF.2.gab.0.6s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,17.8,lognormal,154.4,0.13,lognormal,166.2,0.11,lognormal,169.7,0.11
-W.SF.2.gab.0.6s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,15.6,normal,136.7,15.9,normal,145.1,14.0,lognormal,148.7,0.11
-W.SF.2.gab.0.6s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,14.9,normal,130.5,16.4,lognormal,141.1,0.12,lognormal,143.8,0.12
-W.SF.2.gab.0.6s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.16,normal,143.6,16.7,normal,153.0,15.3,normal,156.4,16.3
-W.SF.2.gab.0.6s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,17.0,normal,151.0,18.7,lognormal,162.5,0.11,normal,165.6,17.5
-W.SF.2.gab.0.6s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.9,normal,139.9,15.0,normal,146.8,15.5,normal,153.5,16.5
-W.SF.2.gab.0.6s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.2,lognormal,118.5,0.11,normal,122.6,11.7,normal,128.4,13.4
-W.SF.2.gab.0.6s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.3,normal,113.6,11.6,normal,116.0,11.4,lognormal,119.3,0.11
-W.SF.2.gab.0.6s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,14.1,normal,126.4,12.7,normal,131.6,12.7,lognormal,138.7,0.12
-W.SF.2.gab.0.6s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,15.8,lognormal,135.3,0.11,lognormal,141.5,0.11,normal,148.6,16.0
-W.SF.2.gab.0.8d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,15.2,normal,132.1,15.9,lognormal,150.1,0.12,normal,170.1,17.7
-W.SF.2.gab.0.8d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.3,0.15,normal,114.9,13.1,normal,126.1,11.8,normal,140.2,13.5
-W.SF.2.gab.0.8d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.2,13.0,normal,109.7,13.1,normal,119.1,11.8,normal,128.5,12.8
-W.SF.2.gab.0.8d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,14.2,normal,122.0,14.2,normal,135.4,13.3,normal,151.5,14.8
-W.SF.2.gab.0.8d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.8,normal,128.5,15.3,lognormal,143.8,0.11,normal,163.5,17.3
-W.SF.2.gab.0.8d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,15.3,normal,135.3,17.6,normal,162.9,19.6,lognormal,198.6,0.11
-W.SF.2.gab.0.8d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.4,0.16,normal,122.6,16.9,normal,145.3,17.6,lognormal,166.6,0.12
-W.SF.2.gab.0.8d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,13.5,normal,115.5,16.2,normal,139.4,18.5,normal,163.2,16.2
-W.SF.2.gab.0.8d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.7,0.16,normal,127.9,17.6,normal,153.3,19.6,normal,178.9,19.1
-W.SF.2.gab.0.8d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.2,0.16,normal,134.1,19.0,normal,160.2,19.8,normal,191.2,20.2
-W.SF.2.gab.0.8d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,15.0,normal,132.8,16.0,lognormal,148.0,0.12,normal,175.4,19.9
-W.SF.2.gab.0.8d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,13.2,normal,114.8,12.8,normal,124.8,12.0,normal,144.7,14.7
-W.SF.2.gab.0.8d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.4,0.15,normal,110.4,13.0,lognormal,118.5,0.11,lognormal,132.0,0.11
-W.SF.2.gab.0.8d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,14.1,normal,122.5,14.4,lognormal,133.8,0.1,normal,157.3,16.6
-W.SF.2.gab.0.8d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,14.9,normal,129.3,15.5,normal,143.3,15.2,normal,169.3,18.8
-W.SF.2.gab.0.8d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,15.3,normal,138.0,19.2,normal,165.2,20.5,normal,204.1,21.5
-W.SF.2.gab.0.8d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.8,0.16,normal,123.4,16.9,normal,146.4,17.7,lognormal,171.5,0.11
-W.SF.2.gab.0.8d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.15,lognormal,116.9,0.16,normal,140.3,18.2,normal,163.9,14.9
-W.SF.2.gab.0.8d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.6,0.16,normal,128.7,17.5,lognormal,154.6,0.14,lognormal,184.4,0.11
-W.SF.2.gab.0.8d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,14.9,normal,134.6,18.1,normal,162.4,21.2,normal,197.3,20.5
-W.SF.2.gab.0.8d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,14.3,normal,132.6,15.8,normal,149.3,16.8,normal,179.8,20.0
-W.SF.2.gab.0.8d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.1,0.14,normal,115.2,13.0,normal,125.4,11.8,normal,147.8,15.9
-W.SF.2.gab.0.8d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.6,0.14,normal,110.4,12.9,lognormal,119.4,0.11,lognormal,135.2,0.12
-W.SF.2.gab.0.8d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,13.1,normal,122.7,14.5,lognormal,135.0,0.11,normal,159.3,16.2
-W.SF.2.gab.0.8d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,13.9,normal,128.7,15.0,normal,143.5,15.1,normal,171.3,17.3
-W.SF.2.gab.0.8d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,15.3,normal,131.6,15.9,lognormal,143.0,0.11,lognormal,148.7,0.12
-W.SF.2.gab.0.8d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.2,13.4,normal,113.7,13.0,normal,120.3,13.0,normal,122.6,14.0
-W.SF.2.gab.0.8d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,13.2,normal,109.5,12.9,normal,116.1,11.5,normal,119.1,12.8
-W.SF.2.gab.0.8d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.9,14.2,normal,121.1,14.2,lognormal,129.0,0.11,lognormal,132.4,0.12
-W.SF.2.gab.0.8d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.7,0.16,normal,127.7,15.1,lognormal,137.9,0.11,lognormal,143.1,0.12
-W.SF.2.gab.0.8d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,15.3,normal,136.7,18.8,lognormal,158.1,0.12,normal,166.7,16.2
-W.SF.2.gab.0.8d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,13.9,normal,122.3,16.7,lognormal,139.2,0.12,normal,145.4,15.3
-W.SF.2.gab.0.8d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.0,0.15,normal,115.4,16.2,normal,133.6,15.2,lognormal,141.3,0.11
-W.SF.2.gab.0.8d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.6,0.16,normal,127.7,17.5,normal,146.5,16.0,normal,154.3,15.1
-W.SF.2.gab.0.8d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,14.9,normal,133.3,18.1,normal,154.2,17.2,lognormal,162.6,0.11
-W.SF.2.gab.0.8d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,15.2,normal,132.6,15.7,lognormal,145.1,0.11,normal,154.0,16.0
-W.SF.2.gab.0.8d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.8,0.15,normal,114.1,12.7,normal,122.3,12.0,normal,128.8,13.5
-W.SF.2.gab.0.8d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,13.1,normal,109.3,12.5,normal,115.2,11.1,lognormal,119.2,0.11
-W.SF.2.gab.0.8d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.8,0.15,normal,121.7,14.0,normal,130.7,12.6,lognormal,138.8,0.11
-W.SF.2.gab.0.8d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,14.7,normal,128.8,15.4,normal,139.6,13.8,normal,149.2,16.0
-W.SF.2.gab.0.8d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,15.4,normal,137.5,18.6,normal,158.9,18.4,normal,169.4,17.9
-W.SF.2.gab.0.8d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.0,0.16,normal,123.0,16.8,normal,140.6,15.6,normal,149.2,15.9
-W.SF.2.gab.0.8d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.15,normal,116.1,15.9,normal,134.5,15.4,lognormal,143.5,0.12
-W.SF.2.gab.0.8d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.4,0.16,normal,128.9,17.8,normal,147.8,16.2,normal,157.4,17.1
-W.SF.2.gab.0.8d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,15.0,normal,133.9,17.9,lognormal,156.0,0.13,normal,165.2,17.4
-W.SF.2.gab.0.8d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.7,0.15,normal,130.3,14.5,normal,139.2,13.6,lognormal,145.3,0.12
-W.SF.2.gab.0.8d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.1,0.14,normal,111.0,11.8,normal,116.6,12.3,lognormal,121.1,0.14
-W.SF.2.gab.0.8d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,lognormal,104.3,0.12,lognormal,108.7,0.13,lognormal,110.4,0.14
-W.SF.2.gab.0.8d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,13.1,normal,118.7,12.8,lognormal,125.7,0.11,lognormal,130.3,0.13
-W.SF.2.gab.0.8d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.1,0.15,normal,126.2,13.7,normal,134.2,13.3,lognormal,139.2,0.12
-W.SF.2.gab.0.8s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.0,lognormal,141.3,0.12,normal,153.4,16.5,normal,170.1,18.2
-W.SF.2.gab.0.8s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.2,13.7,normal,120.1,12.8,normal,127.6,12.0,normal,140.2,13.6
-W.SF.2.gab.0.8s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,13.5,normal,115.0,12.0,normal,120.4,12.0,lognormal,128.8,0.11
-W.SF.2.gab.0.8s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,14.3,lognormal,128.1,0.11,normal,137.1,13.2,lognormal,152.1,0.11
-W.SF.2.gab.0.8s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,15.9,normal,136.1,14.6,lognormal,148.0,0.11,normal,163.2,16.0
-W.SF.2.gab.0.8s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,17.7,normal,156.1,20.2,normal,181.7,20.3,normal,200.2,21.6
-W.SF.2.gab.0.8s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.0,0.15,normal,138.5,17.3,normal,156.4,16.6,lognormal,167.5,0.12
-W.SF.2.gab.0.8s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.0,0.16,normal,132.1,17.9,normal,153.5,18.0,normal,164.2,17.1
-W.SF.2.gab.0.8s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,16.5,normal,146.3,19.0,normal,166.2,17.9,lognormal,178.8,0.12
-W.SF.2.gab.0.8s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,normal,153.6,20.5,normal,176.9,19.8,normal,192.4,20.3
-W.SF.2.gab.0.8s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,normal,141.4,15.1,normal,150.7,16.1,normal,175.9,21.4
-W.SF.2.gab.0.8s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,13.6,lognormal,120.2,0.12,normal,125.8,11.9,normal,144.8,14.8
-W.SF.2.gab.0.8s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.3,normal,115.1,11.8,lognormal,119.5,0.11,normal,131.1,13.7
-W.SF.2.gab.0.8s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,14.2,lognormal,127.8,0.11,lognormal,136.1,0.11,normal,156.3,16.5
-W.SF.2.gab.0.8s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.6,normal,135.9,14.5,lognormal,146.4,0.12,normal,167.8,18.1
-W.SF.2.gab.0.8s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.4,0.16,normal,157.7,20.4,normal,182.2,19.5,lognormal,205.6,0.12
-W.SF.2.gab.0.8s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.9,0.15,normal,139.7,18.0,normal,156.2,16.4,normal,171.1,18.1
-W.SF.2.gab.0.8s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,14.8,normal,133.4,18.0,normal,153.7,17.8,normal,164.0,15.3
-W.SF.2.gab.0.8s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.6,0.16,normal,146.8,18.7,lognormal,165.9,0.12,lognormal,185.1,0.12
-W.SF.2.gab.0.8s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.15,normal,153.8,19.9,normal,176.9,18.8,lognormal,197.4,0.11
-W.SF.2.gab.0.8s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,normal,141.4,15.1,normal,150.7,16.1,normal,175.9,21.4
-W.SF.2.gab.0.8s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,13.6,lognormal,120.2,0.12,normal,125.8,11.9,normal,144.8,14.8
-W.SF.2.gab.0.8s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.3,normal,115.1,11.8,lognormal,119.5,0.11,normal,131.1,13.7
-W.SF.2.gab.0.8s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,14.2,lognormal,127.8,0.11,lognormal,136.1,0.11,normal,156.3,16.5
-W.SF.2.gab.0.8s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.6,normal,135.9,14.5,lognormal,146.4,0.12,normal,167.8,18.1
-W.SF.2.gab.0.8s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.0,lognormal,139.8,0.12,lognormal,146.4,0.12,lognormal,149.5,0.12
-W.SF.2.gab.0.8s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.7,lognormal,118.4,0.12,lognormal,121.6,0.12,normal,122.6,13.9
-W.SF.2.gab.0.8s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.6,normal,114.3,11.9,lognormal,117.7,0.11,normal,119.0,12.7
-W.SF.2.gab.0.8s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,14.5,normal,126.2,13.2,normal,130.1,13.8,lognormal,132.6,0.12
-W.SF.2.gab.0.8s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,15.5,lognormal,134.2,0.11,lognormal,139.2,0.11,lognormal,141.9,0.12
-W.SF.2.gab.0.8s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,17.1,lognormal,153.9,0.13,lognormal,165.2,0.11,lognormal,167.7,0.11
-W.SF.2.gab.0.8s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,15.8,normal,135.4,16.2,lognormal,143.7,0.11,normal,145.2,15.5
-W.SF.2.gab.0.8s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.8,normal,130.2,16.4,lognormal,139.7,0.11,lognormal,141.6,0.11
-W.SF.2.gab.0.8s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.15,normal,143.6,17.6,lognormal,152.3,0.1,lognormal,154.1,0.1
-W.SF.2.gab.0.8s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.2,normal,150.6,18.9,lognormal,159.7,0.1,lognormal,162.5,0.1
-W.SF.2.gab.0.8s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.1,lognormal,139.8,0.11,lognormal,147.2,0.11,normal,154.1,16.4
-W.SF.2.gab.0.8s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,13.6,normal,118.8,12.7,normal,122.8,11.9,normal,128.8,13.6
-W.SF.2.gab.0.8s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.1,lognormal,113.7,0.11,normal,116.0,11.5,lognormal,119.2,0.11
-W.SF.2.gab.0.8s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,14.0,normal,126.3,12.6,normal,131.5,12.8,lognormal,139.0,0.12
-W.SF.2.gab.0.8s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.5,normal,135.2,14.3,lognormal,141.8,0.11,lognormal,149.4,0.12
-W.SF.2.gab.0.8s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.5,0.15,normal,154.7,19.0,lognormal,166.5,0.11,normal,169.2,17.9
-W.SF.2.gab.0.8s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.0,0.15,normal,136.3,15.9,lognormal,145.6,0.11,normal,148.9,15.9
-W.SF.2.gab.0.8s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,15.3,normal,130.5,16.3,lognormal,141.1,0.12,lognormal,144.1,0.12
-W.SF.2.gab.0.8s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,16.5,normal,143.5,16.5,lognormal,153.9,0.11,lognormal,157.2,0.12
-W.SF.2.gab.0.8s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,17.3,normal,152.2,19.0,lognormal,162.2,0.11,normal,165.3,17.5
-W.SF.2.gab.0.8s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.1,lognormal,139.8,0.11,lognormal,147.2,0.11,normal,154.1,16.4
-W.SF.2.gab.0.8s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,13.6,normal,118.8,12.7,normal,122.8,11.9,normal,128.8,13.6
-W.SF.2.gab.0.8s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.1,lognormal,113.7,0.11,normal,116.0,11.5,lognormal,119.2,0.11
-W.SF.2.gab.0.8s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,14.0,normal,126.3,12.6,normal,131.5,12.8,lognormal,139.0,0.12
-W.SF.2.gab.0.8s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.5,normal,135.2,14.3,lognormal,141.8,0.11,lognormal,149.4,0.12
-W.SF.2.gab.1.6d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.8,0.15,normal,126.7,15.5,lognormal,144.4,0.11,normal,159.3,15.3
-W.SF.2.gab.1.6d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,96.8,0.15,normal,111.0,12.8,normal,123.3,11.3,lognormal,135.5,0.1
-W.SF.2.gab.1.6d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.7,12.9,normal,105.9,12.6,normal,116.1,10.5,lognormal,125.0,0.1
-W.SF.2.gab.1.6d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.2,0.16,normal,117.1,13.4,normal,131.6,12.4,lognormal,145.0,0.1
-W.SF.2.gab.1.6d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.7,lognormal,123.3,0.13,normal,140.3,14.1,normal,154.3,14.5
-W.SF.2.gab.1.6d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.4,normal,128.1,16.1,lognormal,151.0,0.12,lognormal,171.5,0.11
-W.SF.2.gab.1.6d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.9,0.16,lognormal,115.3,0.14,lognormal,135.0,0.12,lognormal,150.8,0.11
-W.SF.2.gab.1.6d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,91.8,0.15,lognormal,108.3,0.14,normal,127.6,14.5,lognormal,144.8,0.11
-W.SF.2.gab.1.6d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.4,0.16,lognormal,120.1,0.14,normal,140.3,15.0,normal,158.4,15.8
-W.SF.2.gab.1.6d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.2,14.7,lognormal,125.4,0.14,normal,146.7,15.6,lognormal,167.7,0.11
-W.SF.2.gab.1.6d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,15.1,normal,128.6,15.2,lognormal,144.5,0.11,normal,164.1,16.5
-W.SF.2.gab.1.6d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.6,13.2,normal,112.3,12.6,normal,123.3,11.0,lognormal,138.9,0.1
-W.SF.2.gab.1.6d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.4,0.15,normal,107.4,12.4,normal,115.8,10.5,normal,127.2,12.1
-W.SF.2.gab.1.6d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.8,0.16,normal,119.0,13.9,lognormal,131.9,0.1,lognormal,149.1,0.1
-W.SF.2.gab.1.6d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.5,normal,125.2,14.5,normal,139.7,13.8,normal,158.3,15.2
-W.SF.2.gab.1.6d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,15.5,normal,130.5,16.4,lognormal,153.1,0.12,normal,174.1,17.3
-W.SF.2.gab.1.6d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.9,0.16,normal,117.0,14.7,normal,135.9,14.6,lognormal,154.6,0.11
-W.SF.2.gab.1.6d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,93.0,13.1,lognormal,110.5,0.14,normal,129.0,14.7,lognormal,147.7,0.11
-W.SF.2.gab.1.6d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.8,14.4,lognormal,122.6,0.14,lognormal,142.5,0.12,lognormal,161.2,0.1
-W.SF.2.gab.1.6d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,14.5,lognormal,127.8,0.14,lognormal,148.6,0.12,lognormal,169.6,0.11
-W.SF.2.gab.1.6d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,14.7,normal,127.6,14.9,lognormal,143.2,0.11,normal,161.7,15.6
-W.SF.2.gab.1.6d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.2,0.14,normal,111.0,12.0,normal,122.4,11.6,normal,139.0,13.5
-W.SF.2.gab.1.6d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,normal,105.1,11.9,lognormal,115.0,0.1,normal,127.0,12.1
-W.SF.2.gab.1.6d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.6,0.14,lognormal,117.6,0.12,normal,130.1,11.8,lognormal,149.0,0.11
-W.SF.2.gab.1.6d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,13.9,normal,124.4,14.6,normal,138.6,13.4,normal,157.6,15.8
-W.SF.2.gab.1.6d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,108.6,0.15,normal,126.2,14.9,normal,140.6,13.8,normal,148.0,15.7
-W.SF.2.gab.1.6d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,96.9,13.2,normal,110.4,12.4,lognormal,119.5,0.11,normal,122.4,13.8
-W.SF.2.gab.1.6d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,91.9,13.0,normal,105.6,12.5,normal,115.3,11.6,normal,119.1,12.9
-W.SF.2.gab.1.6d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.8,0.15,normal,116.7,13.5,lognormal,127.8,0.11,lognormal,132.5,0.12
-W.SF.2.gab.1.6d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.6,normal,122.7,14.4,normal,135.8,13.3,normal,142.1,15.1
-W.SF.2.gab.1.6d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,108.9,15.2,lognormal,128.4,0.14,lognormal,150.7,0.12,lognormal,164.6,0.1
-W.SF.2.gab.1.6d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.8,0.16,lognormal,114.8,0.14,normal,133.3,14.4,lognormal,144.3,0.11
-W.SF.2.gab.1.6d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,91.8,0.15,lognormal,108.3,0.14,lognormal,127.6,0.13,normal,139.7,13.8
-W.SF.2.gab.1.6d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.2,0.16,lognormal,119.7,0.14,lognormal,140.4,0.12,lognormal,153.5,0.11
-W.SF.2.gab.1.6d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.6,lognormal,125.7,0.14,lognormal,146.4,0.12,normal,161.1,15.6
-W.SF.2.gab.1.6d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.7,15.2,normal,128.6,15.5,lognormal,144.0,0.11,normal,154.4,15.7
-W.SF.2.gab.1.6d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.7,13.3,normal,111.9,12.4,normal,121.6,11.9,normal,128.8,13.4
-W.SF.2.gab.1.6d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,13.0,normal,106.8,12.5,normal,114.9,11.1,lognormal,119.4,0.11
-W.SF.2.gab.1.6d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.4,14.1,normal,118.7,13.7,lognormal,129.9,0.1,lognormal,138.7,0.11
-W.SF.2.gab.1.6d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.9,14.7,normal,124.8,14.4,normal,138.4,13.7,normal,148.6,15.6
-W.SF.2.gab.1.6d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,15.5,lognormal,130.7,0.14,lognormal,151.7,0.12,lognormal,166.3,0.11
-W.SF.2.gab.1.6d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.0,0.16,normal,116.8,14.6,lognormal,134.7,0.11,normal,147.7,16.0
-W.SF.2.gab.1.6d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.15,normal,110.3,14.2,lognormal,128.3,0.12,lognormal,141.2,0.11
-W.SF.2.gab.1.6d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.0,0.15,normal,122.1,15.3,lognormal,142.0,0.12,lognormal,155.4,0.11
-W.SF.2.gab.1.6d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,14.9,normal,127.7,16.3,lognormal,148.1,0.12,lognormal,163.2,0.12
-W.SF.2.gab.1.6d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,14.3,normal,127.1,14.5,lognormal,138.5,0.1,lognormal,145.3,0.12
-W.SF.2.gab.1.6d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.3,0.14,normal,109.1,11.6,lognormal,116.4,0.11,lognormal,121.4,0.14
-W.SF.2.gab.1.6d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,lognormal,102.4,0.12,lognormal,107.8,0.12,lognormal,109.7,0.13
-W.SF.2.gab.1.6d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.9,0.14,normal,116.0,12.3,lognormal,124.8,0.11,lognormal,129.6,0.13
-W.SF.2.gab.1.6d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.7,13.9,normal,123.0,13.6,lognormal,133.1,0.1,lognormal,139.0,0.12
-W.SF.2.gab.1.6s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.3,normal,141.3,15.4,normal,153.1,16.6,normal,169.8,17.9
-W.SF.2.gab.1.6s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.7,lognormal,119.9,0.11,normal,127.3,11.6,normal,140.5,13.6
-W.SF.2.gab.1.6s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.9,13.4,normal,114.9,12.1,lognormal,120.8,0.11,normal,128.8,12.9
-W.SF.2.gab.1.6s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,14.4,normal,128.4,13.6,normal,137.2,13.0,lognormal,152.4,0.11
-W.SF.2.gab.1.6s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.8,15.6,normal,136.4,14.5,normal,147.8,15.9,normal,162.8,16.3
-W.SF.2.gab.1.6s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,126.5,0.16,normal,156.6,20.5,normal,181.6,19.2,normal,198.0,19.7
-W.SF.2.gab.1.6s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.0,0.15,normal,137.9,17.0,normal,156.4,16.9,lognormal,167.4,0.13
-W.SF.2.gab.1.6s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.0,0.16,normal,132.0,17.4,lognormal,153.3,0.13,normal,163.8,17.2
-W.SF.2.gab.1.6s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.0,16.1,normal,145.0,18.6,lognormal,165.8,0.11,normal,177.7,17.9
-W.SF.2.gab.1.6s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.4,normal,152.0,19.8,normal,175.4,18.1,normal,193.1,21.4
-W.SF.2.gab.1.6s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.1,normal,140.4,14.8,lognormal,151.2,0.12,normal,175.4,19.9
-W.SF.2.gab.1.6s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,13.5,normal,120.0,12.8,normal,126.0,12.0,lognormal,144.8,0.11
-W.SF.2.gab.1.6s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.2,normal,115.1,11.7,lognormal,119.4,0.11,normal,131.3,13.8
-W.SF.2.gab.1.6s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,14.2,normal,127.9,13.6,lognormal,135.4,0.11,normal,156.2,17.0
-W.SF.2.gab.1.6s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.6,0.14,lognormal,136.0,0.11,lognormal,145.6,0.12,normal,168.3,18.9
-W.SF.2.gab.1.6s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.0,17.7,normal,157.4,20.3,normal,181.9,19.3,lognormal,206.5,0.12
-W.SF.2.gab.1.6s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.6,normal,139.0,17.5,normal,155.9,16.2,lognormal,171.4,0.11
-W.SF.2.gab.1.6s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,15.4,normal,132.8,17.4,normal,153.1,17.3,lognormal,164.3,0.11
-W.SF.2.gab.1.6s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.15,normal,146.6,18.7,normal,165.7,16.3,normal,185.2,20.0
-W.SF.2.gab.1.6s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,125.1,0.16,normal,153.3,19.6,normal,176.6,19.1,normal,197.0,19.1
-W.SF.2.gab.1.6s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.1,normal,140.4,14.8,lognormal,151.2,0.12,normal,175.4,19.9
-W.SF.2.gab.1.6s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.7,13.5,normal,120.0,12.8,normal,126.0,12.0,lognormal,144.8,0.11
-W.SF.2.gab.1.6s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.2,normal,115.1,11.7,lognormal,119.4,0.11,normal,131.3,13.8
-W.SF.2.gab.1.6s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,14.2,normal,127.9,13.6,lognormal,135.4,0.11,normal,156.2,17.0
-W.SF.2.gab.1.6s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,121.6,0.14,lognormal,136.0,0.11,lognormal,145.6,0.12,normal,168.3,18.9
-W.SF.2.gab.1.6s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.9,16.3,lognormal,140.0,0.12,lognormal,146.3,0.12,normal,148.8,16.2
-W.SF.2.gab.1.6s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.5,lognormal,118.5,0.12,lognormal,121.5,0.12,normal,122.4,13.9
-W.SF.2.gab.1.6s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.3,13.7,normal,114.4,11.9,normal,117.6,12.1,normal,119.2,12.6
-W.SF.2.gab.1.6s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,14.5,normal,126.2,13.4,lognormal,130.7,0.12,normal,132.4,15.0
-W.SF.2.gab.1.6s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.5,15.7,normal,134.5,14.2,lognormal,139.5,0.11,lognormal,142.5,0.12
-W.SF.2.gab.1.6s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.0,17.3,normal,153.5,18.6,lognormal,164.9,0.1,lognormal,167.3,0.1
-W.SF.2.gab.1.6s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,112.9,15.6,normal,135.2,16.1,normal,143.9,15.3,normal,145.4,15.5
-W.SF.2.gab.1.6s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.7,0.16,normal,130.3,16.6,lognormal,139.7,0.11,normal,141.3,13.9
-W.SF.2.gab.1.6s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,143.2,17.8,normal,152.6,14.4,normal,154.4,14.6
-W.SF.2.gab.1.6s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.16,normal,150.6,18.7,normal,159.5,14.5,normal,161.2,14.3
-W.SF.2.gab.1.6s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.9,normal,139.9,15.0,normal,146.8,15.5,normal,153.5,16.5
-W.SF.2.gab.1.6s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.2,lognormal,118.5,0.11,normal,122.6,11.7,normal,128.4,13.4
-W.SF.2.gab.1.6s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.3,normal,113.6,11.6,normal,116.0,11.4,lognormal,119.3,0.11
-W.SF.2.gab.1.6s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,14.1,normal,126.4,12.7,normal,131.6,12.7,lognormal,138.7,0.12
-W.SF.2.gab.1.6s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,15.8,lognormal,135.3,0.11,lognormal,141.5,0.11,normal,148.6,16.0
-W.SF.2.gab.1.6s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,127.5,17.8,lognormal,154.4,0.13,lognormal,166.2,0.11,lognormal,169.7,0.11
-W.SF.2.gab.1.6s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.8,15.6,normal,136.7,15.9,normal,145.1,14.0,lognormal,148.7,0.11
-W.SF.2.gab.1.6s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,14.9,normal,130.5,16.4,lognormal,141.1,0.12,lognormal,143.8,0.12
-W.SF.2.gab.1.6s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.3,0.16,normal,143.6,16.7,normal,153.0,15.3,normal,156.4,16.3
-W.SF.2.gab.1.6s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.8,17.0,normal,151.0,18.7,lognormal,162.5,0.11,normal,165.6,17.5
-W.SF.2.gab.1.6s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,15.9,normal,139.9,15.0,normal,146.8,15.5,normal,153.5,16.5
-W.SF.2.gab.1.6s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.2,lognormal,118.5,0.11,normal,122.6,11.7,normal,128.4,13.4
-W.SF.2.gab.1.6s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.3,normal,113.6,11.6,normal,116.0,11.4,lognormal,119.3,0.11
-W.SF.2.gab.1.6s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,14.1,normal,126.4,12.7,normal,131.6,12.7,lognormal,138.7,0.12
-W.SF.2.gab.1.6s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.3,15.8,lognormal,135.3,0.11,lognormal,141.5,0.11,normal,148.6,16.0
-W.SF.2.gab.1.8d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,15.2,normal,132.1,15.9,lognormal,150.1,0.12,normal,170.1,17.7
-W.SF.2.gab.1.8d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.3,0.15,normal,114.9,13.1,normal,126.1,11.8,normal,140.2,13.5
-W.SF.2.gab.1.8d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.2,13.0,normal,109.7,13.1,normal,119.1,11.8,normal,128.5,12.8
-W.SF.2.gab.1.8d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.8,14.2,normal,122.0,14.2,normal,135.4,13.3,normal,151.5,14.8
-W.SF.2.gab.1.8d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.4,14.8,normal,128.5,15.3,lognormal,143.8,0.11,normal,163.5,17.3
-W.SF.2.gab.1.8d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,15.3,normal,135.3,17.6,normal,162.9,19.6,lognormal,198.6,0.11
-W.SF.2.gab.1.8d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.4,0.16,normal,122.6,16.9,normal,145.3,17.6,lognormal,166.6,0.12
-W.SF.2.gab.1.8d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.4,13.5,normal,115.5,16.2,normal,139.4,18.5,normal,163.2,16.2
-W.SF.2.gab.1.8d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.7,0.16,normal,127.9,17.6,normal,153.3,19.6,normal,178.9,19.1
-W.SF.2.gab.1.8d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.2,0.16,normal,134.1,19.0,normal,160.2,19.8,normal,191.2,20.2
-W.SF.2.gab.1.8d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.8,15.0,normal,132.8,16.0,lognormal,148.0,0.12,normal,175.4,19.9
-W.SF.2.gab.1.8d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.8,13.2,normal,114.8,12.8,normal,124.8,12.0,normal,144.7,14.7
-W.SF.2.gab.1.8d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.4,0.15,normal,110.4,13.0,lognormal,118.5,0.11,lognormal,132.0,0.11
-W.SF.2.gab.1.8d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.3,14.1,normal,122.5,14.4,lognormal,133.8,0.1,normal,157.3,16.6
-W.SF.2.gab.1.8d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,14.9,normal,129.3,15.5,normal,143.3,15.2,normal,169.3,18.8
-W.SF.2.gab.1.8d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,110.0,15.3,normal,138.0,19.2,normal,165.2,20.5,normal,204.1,21.5
-W.SF.2.gab.1.8d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,98.8,0.16,normal,123.4,16.9,normal,146.4,17.7,lognormal,171.5,0.11
-W.SF.2.gab.1.8d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.15,lognormal,116.9,0.16,normal,140.3,18.2,normal,163.9,14.9
-W.SF.2.gab.1.8d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.6,0.16,normal,128.7,17.5,lognormal,154.6,0.14,lognormal,184.4,0.11
-W.SF.2.gab.1.8d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,14.9,normal,134.6,18.1,normal,162.4,21.2,normal,197.3,20.5
-W.SF.2.gab.1.8d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,107.8,14.3,normal,132.6,15.8,normal,149.3,16.8,normal,179.8,20.0
-W.SF.2.gab.1.8d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.1,0.14,normal,115.2,13.0,normal,125.4,11.8,normal,147.8,15.9
-W.SF.2.gab.1.8d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.6,0.14,normal,110.4,12.9,lognormal,119.4,0.11,lognormal,135.2,0.12
-W.SF.2.gab.1.8d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.9,13.1,normal,122.7,14.5,lognormal,135.0,0.11,normal,159.3,16.2
-W.SF.2.gab.1.8d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,104.9,13.9,normal,128.7,15.0,normal,143.5,15.1,normal,171.3,17.3
-W.SF.2.gab.1.8d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.1,15.3,normal,131.6,15.9,lognormal,143.0,0.11,lognormal,148.7,0.12
-W.SF.2.gab.1.8d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.2,13.4,normal,113.7,13.0,normal,120.3,13.0,normal,122.6,14.0
-W.SF.2.gab.1.8d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.0,13.2,normal,109.5,12.9,normal,116.1,11.5,normal,119.1,12.8
-W.SF.2.gab.1.8d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,101.9,14.2,normal,121.1,14.2,lognormal,129.0,0.11,lognormal,132.4,0.12
-W.SF.2.gab.1.8d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.7,0.16,normal,127.7,15.1,lognormal,137.9,0.11,lognormal,143.1,0.12
-W.SF.2.gab.1.8d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.0,15.3,normal,136.7,18.8,lognormal,158.1,0.12,normal,166.7,16.2
-W.SF.2.gab.1.8d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,98.0,13.9,normal,122.3,16.7,lognormal,139.2,0.12,normal,145.4,15.3
-W.SF.2.gab.1.8d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.0,0.15,normal,115.4,16.2,normal,133.6,15.2,lognormal,141.3,0.11
-W.SF.2.gab.1.8d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.6,0.16,normal,127.7,17.5,normal,146.5,16.0,normal,154.3,15.1
-W.SF.2.gab.1.8d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,106.8,14.9,normal,133.3,18.1,normal,154.2,17.2,lognormal,162.6,0.11
-W.SF.2.gab.1.8d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,15.2,normal,132.6,15.7,lognormal,145.1,0.11,normal,154.0,16.0
-W.SF.2.gab.1.8d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.8,0.15,normal,114.1,12.7,normal,122.3,12.0,normal,128.8,13.5
-W.SF.2.gab.1.8d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,92.7,13.1,normal,109.3,12.5,normal,115.2,11.1,lognormal,119.2,0.11
-W.SF.2.gab.1.8d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.8,0.15,normal,121.7,14.0,normal,130.7,12.6,lognormal,138.8,0.11
-W.SF.2.gab.1.8d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,14.7,normal,128.8,15.4,normal,139.6,13.8,normal,149.2,16.0
-W.SF.2.gab.1.8d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,109.9,15.4,normal,137.5,18.6,normal,158.9,18.4,normal,169.4,17.9
-W.SF.2.gab.1.8d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,99.0,0.16,normal,123.0,16.8,normal,140.6,15.6,normal,149.2,15.9
-W.SF.2.gab.1.8d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,92.7,0.15,normal,116.1,15.9,normal,134.5,15.4,lognormal,143.5,0.12
-W.SF.2.gab.1.8d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,103.4,0.16,normal,128.9,17.8,normal,147.8,16.2,normal,157.4,17.1
-W.SF.2.gab.1.8d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,107.2,15.0,normal,133.9,17.9,lognormal,156.0,0.13,normal,165.2,17.4
-W.SF.2.gab.1.8d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.7,0.15,normal,130.3,14.5,normal,139.2,13.6,lognormal,145.3,0.12
-W.SF.2.gab.1.8d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,94.1,0.14,normal,111.0,11.8,normal,116.6,12.3,lognormal,121.1,0.14
-W.SF.2.gab.1.8d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,87.4,0.14,lognormal,104.3,0.12,lognormal,108.7,0.13,lognormal,110.4,0.14
-W.SF.2.gab.1.8d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,99.8,13.1,normal,118.7,12.8,lognormal,125.7,0.11,lognormal,130.3,0.13
-W.SF.2.gab.1.8d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.1,0.15,normal,126.2,13.7,normal,134.2,13.3,lognormal,139.2,0.12
-W.SF.2.gab.1.8s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.0,16.0,lognormal,141.3,0.12,normal,153.4,16.5,normal,170.1,18.2
-W.SF.2.gab.1.8s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.2,13.7,normal,120.1,12.8,normal,127.6,12.0,normal,140.2,13.6
-W.SF.2.gab.1.8s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,103.7,13.5,normal,115.0,12.0,normal,120.4,12.0,lognormal,128.8,0.11
-W.SF.2.gab.1.8s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,14.3,lognormal,128.1,0.11,normal,137.1,13.2,lognormal,152.1,0.11
-W.SF.2.gab.1.8s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.6,15.9,normal,136.1,14.6,lognormal,148.0,0.11,normal,163.2,16.0
-W.SF.2.gab.1.8s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,17.7,normal,156.1,20.2,normal,181.7,20.3,normal,200.2,21.6
-W.SF.2.gab.1.8s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.0,0.15,normal,138.5,17.3,normal,156.4,16.6,lognormal,167.5,0.12
-W.SF.2.gab.1.8s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.0,0.16,normal,132.1,17.9,normal,153.5,18.0,normal,164.2,17.1
-W.SF.2.gab.1.8s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.2,16.5,normal,146.3,19.0,normal,166.2,17.9,lognormal,178.8,0.12
-W.SF.2.gab.1.8s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.3,0.15,normal,153.6,20.5,normal,176.9,19.8,normal,192.4,20.3
-W.SF.2.gab.1.8s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,normal,141.4,15.1,normal,150.7,16.1,normal,175.9,21.4
-W.SF.2.gab.1.8s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,13.6,lognormal,120.2,0.12,normal,125.8,11.9,normal,144.8,14.8
-W.SF.2.gab.1.8s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.3,normal,115.1,11.8,lognormal,119.5,0.11,normal,131.1,13.7
-W.SF.2.gab.1.8s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,14.2,lognormal,127.8,0.11,lognormal,136.1,0.11,normal,156.3,16.5
-W.SF.2.gab.1.8s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.6,normal,135.9,14.5,lognormal,146.4,0.12,normal,167.8,18.1
-W.SF.2.gab.1.8s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.4,0.16,normal,157.7,20.4,normal,182.2,19.5,lognormal,205.6,0.12
-W.SF.2.gab.1.8s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.9,0.15,normal,139.7,18.0,normal,156.2,16.4,normal,171.1,18.1
-W.SF.2.gab.1.8s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.1,14.8,normal,133.4,18.0,normal,153.7,17.8,normal,164.0,15.3
-W.SF.2.gab.1.8s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,119.6,0.16,normal,146.8,18.7,lognormal,165.9,0.12,lognormal,185.1,0.12
-W.SF.2.gab.1.8s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.1,0.15,normal,153.8,19.9,normal,176.9,18.8,lognormal,197.4,0.11
-W.SF.2.gab.1.8s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,124.7,0.14,normal,141.4,15.1,normal,150.7,16.1,normal,175.9,21.4
-W.SF.2.gab.1.8s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.8,13.6,lognormal,120.2,0.12,normal,125.8,11.9,normal,144.8,14.8
-W.SF.2.gab.1.8s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.2,13.3,normal,115.1,11.8,lognormal,119.5,0.11,normal,131.1,13.7
-W.SF.2.gab.1.8s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.6,14.2,lognormal,127.8,0.11,lognormal,136.1,0.11,normal,156.3,16.5
-W.SF.2.gab.1.8s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.6,normal,135.9,14.5,lognormal,146.4,0.12,normal,167.8,18.1
-W.SF.2.gab.1.8s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,16.0,lognormal,139.8,0.12,lognormal,146.4,0.12,lognormal,149.5,0.12
-W.SF.2.gab.1.8s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.3,13.7,lognormal,118.4,0.12,lognormal,121.6,0.12,normal,122.6,13.9
-W.SF.2.gab.1.8s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.6,normal,114.3,11.9,lognormal,117.7,0.11,normal,119.0,12.7
-W.SF.2.gab.1.8s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.5,14.5,normal,126.2,13.2,normal,130.1,13.8,lognormal,132.6,0.12
-W.SF.2.gab.1.8s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,120.4,15.5,lognormal,134.2,0.11,lognormal,139.2,0.11,lognormal,141.9,0.12
-W.SF.2.gab.1.8s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,126.1,17.1,lognormal,153.9,0.13,lognormal,165.2,0.11,lognormal,167.7,0.11
-W.SF.2.gab.1.8s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,113.1,15.8,normal,135.4,16.2,lognormal,143.7,0.11,normal,145.2,15.5
-W.SF.2.gab.1.8s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,106.3,14.8,normal,130.2,16.4,lognormal,139.7,0.11,lognormal,141.6,0.11
-W.SF.2.gab.1.8s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.0,0.15,normal,143.6,17.6,lognormal,152.3,0.1,lognormal,154.1,0.1
-W.SF.2.gab.1.8s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,123.3,17.2,normal,150.6,18.9,lognormal,159.7,0.1,lognormal,162.5,0.1
-W.SF.2.gab.1.8s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.1,lognormal,139.8,0.11,lognormal,147.2,0.11,normal,154.1,16.4
-W.SF.2.gab.1.8s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,13.6,normal,118.8,12.7,normal,122.8,11.9,normal,128.8,13.6
-W.SF.2.gab.1.8s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.1,lognormal,113.7,0.11,normal,116.0,11.5,lognormal,119.2,0.11
-W.SF.2.gab.1.8s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,14.0,normal,126.3,12.6,normal,131.5,12.8,lognormal,139.0,0.12
-W.SF.2.gab.1.8s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.5,normal,135.2,14.3,lognormal,141.8,0.11,lognormal,149.4,0.12
-W.SF.2.gab.1.8s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,127.5,0.15,normal,154.7,19.0,lognormal,166.5,0.11,normal,169.2,17.9
-W.SF.2.gab.1.8s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.0,0.15,normal,136.3,15.9,lognormal,145.6,0.11,normal,148.9,15.9
-W.SF.2.gab.1.8s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.5,15.3,normal,130.5,16.3,lognormal,141.1,0.12,lognormal,144.1,0.12
-W.SF.2.gab.1.8s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.9,16.5,normal,143.5,16.5,lognormal,153.9,0.11,lognormal,157.2,0.12
-W.SF.2.gab.1.8s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,124.2,17.3,normal,152.2,19.0,lognormal,162.2,0.11,normal,165.3,17.5
-W.SF.2.gab.1.8s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,124.4,16.1,lognormal,139.8,0.11,lognormal,147.2,0.11,normal,154.1,16.4
-W.SF.2.gab.1.8s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,13.6,normal,118.8,12.7,normal,122.8,11.9,normal,128.8,13.6
-W.SF.2.gab.1.8s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,104.1,13.1,lognormal,113.7,0.11,normal,116.0,11.5,lognormal,119.2,0.11
-W.SF.2.gab.1.8s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,114.8,14.0,normal,126.3,12.6,normal,131.5,12.8,lognormal,139.0,0.12
-W.SF.2.gab.1.8s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,121.1,15.5,normal,135.2,14.3,lognormal,141.8,0.11,lognormal,149.4,0.12
-W.SF.2.hip.0.6d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,15.9,normal,137.1,16.6,normal,154.5,16.0,normal,173.8,15.8
-W.SF.2.hip.0.6d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.7,0.15,normal,117.7,13.0,lognormal,129.7,0.1,normal,145.9,14.3
-W.SF.2.hip.0.6d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.2,13.3,normal,113.0,13.3,normal,122.6,11.8,normal,133.2,12.6
-W.SF.2.hip.0.6d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.7,0.15,normal,125.9,14.7,normal,139.2,13.3,normal,156.2,14.3
-W.SF.2.hip.0.6d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,15.2,normal,132.8,15.4,normal,148.3,14.3,normal,166.6,14.7
-W.SF.2.hip.0.6d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,16.0,normal,140.0,18.8,normal,162.7,19.2,lognormal,189.7,0.1
-W.SF.2.hip.0.6d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,14.2,normal,125.0,16.5,lognormal,143.6,0.13,lognormal,164.2,0.1
-W.SF.2.hip.0.6d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,13.7,normal,118.1,16.2,normal,136.9,16.5,normal,158.7,15.0
-W.SF.2.hip.0.6d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.8,0.16,normal,130.9,17.3,normal,151.7,17.9,lognormal,173.4,0.1
-W.SF.2.hip.0.6d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,15.3,normal,136.4,17.9,normal,158.1,18.3,lognormal,183.9,0.1
-W.SF.2.hip.0.6d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.4,0.15,normal,137.0,16.3,normal,153.1,15.5,normal,176.0,15.8
-W.SF.2.hip.0.6d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.4,0.15,normal,117.8,13.1,normal,128.1,11.2,normal,146.8,12.8
-W.SF.2.hip.0.6d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,13.4,normal,112.7,12.7,lognormal,121.6,0.1,lognormal,134.9,0.1
-W.SF.2.hip.0.6d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.6,0.15,normal,125.3,14.2,normal,137.9,12.7,normal,157.6,12.7
-W.SF.2.hip.0.6d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.2,normal,132.6,15.1,normal,147.6,14.1,lognormal,168.8,0.09
-W.SF.2.hip.0.6d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,16.0,normal,140.2,18.5,normal,161.8,18.5,lognormal,188.8,0.1
-W.SF.2.hip.0.6d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,14.5,normal,124.7,16.5,normal,143.1,15.7,lognormal,164.9,0.1
-W.SF.2.hip.0.6d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,13.5,normal,117.9,16.0,normal,136.2,15.9,normal,158.1,14.6
-W.SF.2.hip.0.6d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.4,0.16,normal,130.9,17.4,normal,151.1,17.7,lognormal,174.2,0.1
-W.SF.2.hip.0.6d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,15.6,normal,136.6,17.7,normal,157.3,18.1,lognormal,183.7,0.1
-W.SF.2.hip.0.6d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,14.6,normal,136.2,16.6,normal,152.1,14.7,normal,175.3,15.8
-W.SF.2.hip.0.6d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,96.9,0.14,normal,116.8,12.5,normal,128.4,11.6,normal,148.4,13.2
-W.SF.2.hip.0.6d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,90.0,0.14,normal,111.7,12.5,lognormal,121.0,0.1,normal,135.5,13.2
-W.SF.2.hip.0.6d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,13.1,normal,124.5,13.8,lognormal,137.4,0.1,normal,158.4,14.3
-W.SF.2.hip.0.6d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,13.8,normal,131.7,14.9,normal,147.1,14.3,lognormal,168.5,0.09
-W.SF.2.hip.0.6d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,16.0,normal,136.7,16.7,lognormal,152.0,0.11,normal,158.9,15.2
-W.SF.2.hip.0.6d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.9,0.15,normal,117.9,13.3,normal,125.9,11.5,normal,129.3,12.6
-W.SF.2.hip.0.6d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,13.4,normal,112.8,13.1,normal,120.4,12.0,lognormal,123.4,0.11
-W.SF.2.hip.0.6d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.3,normal,125.5,14.3,lognormal,135.7,0.1,normal,140.2,13.8
-W.SF.2.hip.0.6d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.7,0.15,normal,132.8,15.6,normal,145.3,13.9,normal,151.5,14.4
-W.SF.2.hip.0.6d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.8,normal,139.9,18.4,normal,161.7,18.4,lognormal,182.6,0.1
-W.SF.2.hip.0.6d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.0,0.16,normal,124.6,16.4,normal,142.5,16.8,normal,156.4,17.5
-W.SF.2.hip.0.6d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,13.7,normal,117.9,15.8,normal,136.8,16.7,normal,155.5,15.2
-W.SF.2.hip.0.6d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.7,normal,130.7,17.4,normal,150.5,17.6,normal,166.4,16.3
-W.SF.2.hip.0.6d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.6,normal,136.0,17.7,normal,158.1,18.6,normal,177.4,17.6
-W.SF.2.hip.0.6d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.9,0.15,normal,136.5,16.1,normal,151.9,14.3,normal,163.6,14.8
-W.SF.2.hip.0.6d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.2,0.15,normal,117.7,13.0,normal,126.5,11.1,normal,134.8,13.2
-W.SF.2.hip.0.6d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,13.4,normal,112.8,13.1,lognormal,120.1,0.1,normal,124.3,12.1
-W.SF.2.hip.0.6d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.4,0.15,normal,125.0,14.2,normal,136.0,12.3,normal,146.1,14.5
-W.SF.2.hip.0.6d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.0,normal,131.6,14.4,normal,145.8,13.7,lognormal,157.0,0.1
-W.SF.2.hip.0.6d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.7,normal,139.5,18.0,normal,159.9,17.1,lognormal,182.7,0.11
-W.SF.2.hip.0.6d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,14.6,normal,125.2,16.6,normal,142.7,16.0,normal,158.0,15.4
-W.SF.2.hip.0.6d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,13.7,normal,118.1,15.9,normal,136.5,16.2,normal,154.1,14.0
-W.SF.2.hip.0.6d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.5,0.16,normal,130.9,17.3,normal,150.2,17.0,lognormal,168.5,0.11
-W.SF.2.hip.0.6d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,15.4,normal,136.9,17.9,normal,157.0,17.0,normal,177.5,17.4
-W.SF.2.hip.0.6d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,14.7,normal,136.1,16.0,lognormal,149.7,0.1,lognormal,159.4,0.1
-W.SF.2.hip.0.6d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,12.3,normal,116.6,12.3,normal,125.2,11.2,lognormal,133.4,0.12
-W.SF.2.hip.0.6d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.8,0.14,normal,110.6,11.9,lognormal,117.2,0.1,lognormal,120.8,0.11
-W.SF.2.hip.0.6d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,12.6,normal,124.3,13.7,normal,135.0,12.1,lognormal,143.1,0.11
-W.SF.2.hip.0.6d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.9,normal,132.0,15.3,normal,143.6,13.0,lognormal,153.3,0.11
-W.SF.2.hip.0.6s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.14,normal,148.3,16.1,normal,161.3,15.2,normal,184.1,20.8
-W.SF.2.hip.0.6s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,13.9,normal,124.1,12.4,lognormal,133.8,0.1,normal,149.7,15.9
-W.SF.2.hip.0.6s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,14.1,lognormal,120.0,0.11,normal,125.4,11.7,lognormal,137.3,0.12
-W.SF.2.hip.0.6s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.5,normal,133.6,13.7,lognormal,144.8,0.1,normal,161.1,14.7
-W.SF.2.hip.0.6s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,15.8,lognormal,143.2,0.12,normal,155.6,15.5,normal,175.0,17.6
-W.SF.2.hip.0.6s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.2,normal,162.2,21.1,normal,187.7,22.7,lognormal,219.9,0.11
-W.SF.2.hip.0.6s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,15.4,normal,142.6,17.9,normal,159.5,16.8,normal,178.9,18.9
-W.SF.2.hip.0.6s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.2,lognormal,136.8,0.15,normal,155.3,18.4,normal,170.1,16.7
-W.SF.2.hip.0.6s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,16.6,normal,150.4,19.1,normal,171.2,19.0,normal,193.8,19.6
-W.SF.2.hip.0.6s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,17.8,normal,157.8,20.4,normal,181.0,20.5,lognormal,209.2,0.11
-W.SF.2.hip.0.6s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,16.3,lognormal,148.5,0.12,normal,159.2,14.3,normal,188.1,18.5
-W.SF.2.hip.0.6s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.7,normal,122.8,12.3,lognormal,131.7,0.1,normal,153.7,15.0
-W.SF.2.hip.0.6s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.5,normal,119.1,11.9,lognormal,124.5,0.1,lognormal,140.4,0.11
-W.SF.2.hip.0.6s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,14.7,normal,132.3,13.1,normal,142.5,13.0,lognormal,166.2,0.11
-W.SF.2.hip.0.6s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.6,lognormal,143.2,0.12,normal,154.1,14.1,normal,179.3,16.6
-W.SF.2.hip.0.6s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,18.6,normal,163.0,21.1,lognormal,186.9,0.13,normal,217.7,19.7
-W.SF.2.hip.0.6s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,142.6,17.8,normal,160.1,16.9,normal,180.4,17.3
-W.SF.2.hip.0.6s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.3,normal,137.0,18.3,lognormal,156.6,0.13,lognormal,170.4,0.1
-W.SF.2.hip.0.6s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,17.2,normal,150.8,18.6,normal,170.1,18.2,lognormal,197.9,0.11
-W.SF.2.hip.0.6s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.9,normal,157.9,20.1,normal,181.1,20.9,normal,210.6,19.1
-W.SF.2.hip.0.6s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,16.3,lognormal,148.5,0.12,normal,159.2,14.3,normal,188.1,18.5
-W.SF.2.hip.0.6s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.7,normal,122.8,12.3,lognormal,131.7,0.1,normal,153.7,15.0
-W.SF.2.hip.0.6s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.5,normal,119.1,11.9,lognormal,124.5,0.1,lognormal,140.4,0.11
-W.SF.2.hip.0.6s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,14.7,normal,132.3,13.1,normal,142.5,13.0,lognormal,166.2,0.11
-W.SF.2.hip.0.6s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.6,lognormal,143.2,0.12,normal,154.1,14.1,normal,179.3,16.6
-W.SF.2.hip.0.6s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.6,normal,148.2,16.1,normal,155.4,13.9,normal,158.9,14.6
-W.SF.2.hip.0.6s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.4,0.14,normal,123.1,12.0,normal,127.0,11.2,lognormal,129.2,0.1
-W.SF.2.hip.0.6s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.9,lognormal,119.1,0.11,lognormal,122.5,0.11,lognormal,123.5,0.11
-W.SF.2.hip.0.6s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.9,normal,131.7,12.8,normal,137.1,12.4,lognormal,139.6,0.1
-W.SF.2.hip.0.6s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,16.5,normal,141.9,14.9,lognormal,149.4,0.1,lognormal,152.7,0.11
-W.SF.2.hip.0.6s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,18.1,normal,160.8,19.9,normal,176.9,17.6,lognormal,184.3,0.1
-W.SF.2.hip.0.6s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,16.1,normal,141.6,17.7,normal,152.6,16.4,normal,156.8,17.2
-W.SF.2.hip.0.6s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.9,0.16,lognormal,136.5,0.15,normal,150.9,16.4,normal,156.8,15.4
-W.SF.2.hip.0.6s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,17.0,lognormal,149.0,0.14,lognormal,162.9,0.12,lognormal,169.5,0.12
-W.SF.2.hip.0.6s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.6,0.15,normal,156.5,19.2,normal,172.1,17.8,lognormal,179.2,0.11
-W.SF.2.hip.0.6s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,16.7,normal,147.2,15.3,lognormal,156.0,0.1,normal,164.4,16.1
-W.SF.2.hip.0.6s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.6,normal,122.5,12.3,normal,128.3,11.6,lognormal,135.6,0.11
-W.SF.2.hip.0.6s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,13.5,normal,118.2,11.6,lognormal,121.7,0.1,normal,124.5,12.0
-W.SF.2.hip.0.6s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.3,0.14,lognormal,132.2,0.11,normal,138.8,12.8,normal,147.1,15.4
-W.SF.2.hip.0.6s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.7,normal,141.5,14.7,normal,150.6,14.5,normal,158.3,15.4
-W.SF.2.hip.0.6s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,18.0,normal,162.0,20.5,normal,177.2,16.1,lognormal,185.0,0.1
-W.SF.2.hip.0.6s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,16.3,normal,141.7,17.3,normal,153.2,15.7,normal,159.4,16.1
-W.SF.2.hip.0.6s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.4,normal,136.9,18.2,normal,149.2,14.5,normal,154.7,13.6
-W.SF.2.hip.0.6s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,normal,150.2,18.6,lognormal,163.8,0.11,lognormal,171.2,0.11
-W.SF.2.hip.0.6s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.7,normal,157.4,19.8,normal,171.9,16.6,lognormal,179.5,0.1
-W.SF.2.hip.0.6s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,16.7,normal,147.2,15.3,lognormal,156.0,0.1,normal,164.4,16.1
-W.SF.2.hip.0.6s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.6,normal,122.5,12.3,normal,128.3,11.6,lognormal,135.6,0.11
-W.SF.2.hip.0.6s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,13.5,normal,118.2,11.6,lognormal,121.7,0.1,normal,124.5,12.0
-W.SF.2.hip.0.6s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.3,0.14,lognormal,132.2,0.11,normal,138.8,12.8,normal,147.1,15.4
-W.SF.2.hip.0.6s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.7,normal,141.5,14.7,normal,150.6,14.5,normal,158.3,15.4
-W.SF.2.hip.0.8d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,15.6,normal,137.9,17.1,normal,156.6,17.7,normal,182.7,18.9
-W.SF.2.hip.0.8d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.7,0.15,normal,118.8,13.9,normal,130.9,12.4,normal,149.9,15.5
-W.SF.2.hip.0.8d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,13.4,normal,113.7,13.3,normal,123.8,12.6,normal,137.0,14.2
-W.SF.2.hip.0.8d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.3,normal,126.4,14.9,normal,141.1,14.2,normal,162.4,15.7
-W.SF.2.hip.0.8d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.3,normal,133.9,16.3,lognormal,151.4,0.12,normal,176.6,18.9
-W.SF.2.hip.0.8d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.9,normal,140.4,18.9,normal,165.4,20.9,normal,214.8,18.7
-W.SF.2.hip.0.8d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.1,0.16,normal,125.7,16.9,normal,146.8,17.8,normal,179.6,19.1
-W.SF.2.hip.0.8d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,13.6,lognormal,118.6,0.15,normal,139.8,18.8,normal,170.5,16.4
-W.SF.2.hip.0.8d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.8,0.16,normal,132.1,18.1,normal,156.1,20.8,normal,195.3,20.5
-W.SF.2.hip.0.8d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.9,0.15,lognormal,137.8,0.15,normal,162.0,20.9,lognormal,209.5,0.11
-W.SF.2.hip.0.8d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,15.5,normal,138.0,16.8,normal,155.1,15.8,lognormal,187.8,0.11
-W.SF.2.hip.0.8d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.15,normal,118.5,13.4,normal,129.5,11.8,normal,153.9,14.7
-W.SF.2.hip.0.8d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,13.6,normal,113.4,12.7,normal,122.9,11.9,lognormal,140.6,0.11
-W.SF.2.hip.0.8d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.4,0.15,normal,126.7,14.9,normal,140.0,13.5,normal,165.7,14.9
-W.SF.2.hip.0.8d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,15.0,normal,133.8,16.0,normal,149.9,15.4,lognormal,179.6,0.1
-W.SF.2.hip.0.8d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.16,normal,140.9,18.5,lognormal,167.4,0.15,normal,221.6,21.8
-W.SF.2.hip.0.8d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,14.5,normal,126.9,17.6,normal,147.6,18.4,normal,181.1,18.8
-W.SF.2.hip.0.8d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,13.6,normal,119.3,16.4,normal,140.1,17.9,lognormal,170.6,0.1
-W.SF.2.hip.0.8d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,15.0,lognormal,132.8,0.15,normal,155.8,20.1,normal,196.0,19.1
-W.SF.2.hip.0.8d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.3,0.16,normal,138.1,18.6,normal,163.2,21.3,normal,211.4,19.4
-W.SF.2.hip.0.8d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,14.6,normal,137.9,16.7,normal,155.6,16.3,normal,188.6,17.9
-W.SF.2.hip.0.8d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.2,0.14,normal,118.7,13.3,normal,129.5,12.0,normal,154.0,15.3
-W.SF.2.hip.0.8d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.9,0.14,normal,113.5,13.0,normal,122.6,11.6,normal,141.1,15.0
-W.SF.2.hip.0.8d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.8,13.1,normal,126.4,14.7,normal,139.5,13.4,normal,166.9,16.1
-W.SF.2.hip.0.8d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,14.2,normal,133.5,15.7,normal,149.8,15.3,normal,180.4,17.6
-W.SF.2.hip.0.8d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.3,normal,137.5,16.8,normal,151.3,15.2,normal,159.0,15.6
-W.SF.2.hip.0.8d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.7,0.15,normal,118.2,13.5,normal,125.9,11.6,normal,129.3,12.8
-W.SF.2.hip.0.8d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,13.5,normal,113.1,13.2,lognormal,120.9,0.11,lognormal,123.7,0.11
-W.SF.2.hip.0.8d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.6,normal,126.3,14.7,normal,135.0,12.2,lognormal,139.7,0.1
-W.SF.2.hip.0.8d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,15.2,normal,134.0,16.0,lognormal,146.3,0.11,lognormal,152.9,0.11
-W.SF.2.hip.0.8d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.6,0.15,normal,140.9,18.9,normal,163.7,19.8,normal,186.5,18.4
-W.SF.2.hip.0.8d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.2,0.16,normal,126.1,17.3,normal,143.9,17.8,normal,157.5,18.0
-W.SF.2.hip.0.8d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,13.6,normal,118.9,16.7,normal,138.9,18.0,normal,156.6,15.3
-W.SF.2.hip.0.8d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.16,normal,131.8,17.9,lognormal,152.5,0.14,normal,168.5,18.2
-W.SF.2.hip.0.8d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.2,normal,137.5,18.9,normal,159.2,18.8,lognormal,179.1,0.11
-W.SF.2.hip.0.8d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.3,normal,138.2,17.0,normal,152.6,14.7,lognormal,165.0,0.1
-W.SF.2.hip.0.8d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,13.4,normal,118.2,13.1,normal,127.0,11.2,normal,134.7,13.2
-W.SF.2.hip.0.8d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,13.4,normal,112.9,12.5,lognormal,120.2,0.1,normal,124.3,12.1
-W.SF.2.hip.0.8d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.4,0.15,normal,125.7,14.2,normal,136.4,12.3,normal,146.3,14.3
-W.SF.2.hip.0.8d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.2,normal,133.7,15.7,normal,147.0,14.4,normal,157.7,15.6
-W.SF.2.hip.0.8d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.7,normal,141.5,19.3,normal,163.9,19.1,lognormal,185.2,0.1
-W.SF.2.hip.0.8d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,14.6,normal,126.5,16.9,normal,145.1,17.1,normal,159.5,15.7
-W.SF.2.hip.0.8d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,13.7,lognormal,119.6,0.15,normal,139.3,17.9,normal,154.8,13.9
-W.SF.2.hip.0.8d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.6,0.16,normal,132.6,18.0,normal,153.6,19.0,normal,170.1,16.2
-W.SF.2.hip.0.8d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,15.5,normal,138.1,18.5,normal,159.9,18.6,normal,178.8,17.0
-W.SF.2.hip.0.8d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,14.5,normal,137.9,16.3,normal,149.6,13.2,lognormal,159.1,0.1
-W.SF.2.hip.0.8d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.0,0.14,normal,117.4,12.8,normal,125.3,11.3,normal,132.9,14.3
-W.SF.2.hip.0.8d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.9,0.14,normal,111.8,12.2,lognormal,117.6,0.1,lognormal,120.8,0.11
-W.SF.2.hip.0.8d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.0,13.3,normal,125.4,14.1,normal,134.5,12.0,lognormal,143.7,0.11
-W.SF.2.hip.0.8d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,14.4,normal,132.8,14.9,lognormal,144.5,0.1,lognormal,153.9,0.11
-W.SF.2.hip.0.8s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,16.1,normal,148.2,15.7,normal,161.7,16.0,normal,184.4,20.1
-W.SF.2.hip.0.8s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.9,0.14,normal,124.0,12.3,lognormal,133.7,0.1,lognormal,149.9,0.11
-W.SF.2.hip.0.8s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,14.1,lognormal,120.2,0.11,lognormal,125.7,0.1,lognormal,136.9,0.11
-W.SF.2.hip.0.8s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,14.9,lognormal,133.3,0.11,normal,144.9,13.9,normal,162.6,16.7
-W.SF.2.hip.0.8s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.9,normal,143.2,15.4,normal,155.0,15.1,normal,175.5,17.8
-W.SF.2.hip.0.8s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.0,0.15,normal,161.6,21.5,normal,185.9,21.0,normal,216.9,20.2
-W.SF.2.hip.0.8s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,16.1,normal,142.5,17.9,normal,159.7,17.0,normal,179.6,18.7
-W.SF.2.hip.0.8s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,15.6,normal,136.4,18.2,normal,155.1,17.6,normal,169.5,16.5
-W.SF.2.hip.0.8s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,17.2,normal,151.7,20.2,normal,170.8,18.1,lognormal,193.9,0.11
-W.SF.2.hip.0.8s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,17.8,normal,157.7,20.6,normal,179.8,19.6,normal,207.6,19.7
-W.SF.2.hip.0.8s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,16.7,normal,148.3,16.1,normal,160.5,15.2,normal,187.7,18.1
-W.SF.2.hip.0.8s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,13.5,normal,123.0,12.3,normal,131.0,11.4,normal,154.1,15.4
-W.SF.2.hip.0.8s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.6,normal,119.0,12.0,lognormal,124.6,0.1,normal,139.8,13.9
-W.SF.2.hip.0.8s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.9,normal,132.1,13.0,lognormal,142.8,0.1,normal,166.2,15.8
-W.SF.2.hip.0.8s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.6,normal,142.0,14.7,normal,153.6,14.4,normal,179.0,16.2
-W.SF.2.hip.0.8s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.0,18.1,normal,163.0,21.2,normal,186.5,20.8,normal,214.3,15.5
-W.SF.2.hip.0.8s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.15,normal,142.7,17.5,normal,158.5,15.9,lognormal,181.3,0.11
-W.SF.2.hip.0.8s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,15.3,normal,137.5,18.7,normal,155.6,17.7,normal,169.9,15.5
-W.SF.2.hip.0.8s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,17.2,normal,151.0,19.8,normal,170.5,18.5,lognormal,197.1,0.11
-W.SF.2.hip.0.8s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,18.1,normal,157.9,19.5,normal,180.2,19.6,normal,212.8,21.3
-W.SF.2.hip.0.8s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,16.7,normal,148.3,16.1,normal,160.5,15.2,normal,187.7,18.1
-W.SF.2.hip.0.8s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,13.5,normal,123.0,12.3,normal,131.0,11.4,normal,154.1,15.4
-W.SF.2.hip.0.8s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.6,normal,119.0,12.0,lognormal,124.6,0.1,normal,139.8,13.9
-W.SF.2.hip.0.8s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.9,normal,132.1,13.0,lognormal,142.8,0.1,normal,166.2,15.8
-W.SF.2.hip.0.8s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.6,normal,142.0,14.7,normal,153.6,14.4,normal,179.0,16.2
-W.SF.2.hip.0.8s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.6,normal,148.2,16.2,normal,155.4,14.3,normal,158.8,14.9
-W.SF.2.hip.0.8s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.4,0.14,normal,123.0,12.0,normal,127.0,11.2,lognormal,129.2,0.1
-W.SF.2.hip.0.8s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.9,lognormal,119.1,0.11,lognormal,122.5,0.11,lognormal,123.5,0.11
-W.SF.2.hip.0.8s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.14,normal,132.0,13.2,lognormal,137.8,0.1,normal,140.0,13.7
-W.SF.2.hip.0.8s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,16.5,normal,141.9,14.9,lognormal,149.4,0.1,lognormal,152.7,0.11
-W.SF.2.hip.0.8s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.6,0.15,normal,161.1,20.3,normal,176.6,17.3,normal,183.4,16.5
-W.SF.2.hip.0.8s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,16.2,lognormal,142.5,0.14,normal,152.8,16.0,normal,157.1,16.9
-W.SF.2.hip.0.8s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.6,normal,136.2,18.3,normal,151.2,16.4,normal,156.4,14.8
-W.SF.2.hip.0.8s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.9,lognormal,149.2,0.14,lognormal,163.8,0.12,normal,169.6,19.2
-W.SF.2.hip.0.8s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,18.0,normal,157.0,19.7,lognormal,173.1,0.12,normal,179.1,17.7
-W.SF.2.hip.0.8s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.3,0.14,normal,147.2,15.3,normal,155.4,13.7,lognormal,164.0,0.1
-W.SF.2.hip.0.8s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.6,normal,122.5,12.3,normal,128.3,11.6,lognormal,135.7,0.11
-W.SF.2.hip.0.8s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,13.5,normal,118.3,11.7,lognormal,121.8,0.1,normal,124.5,12.1
-W.SF.2.hip.0.8s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,14.7,lognormal,132.1,0.11,lognormal,139.4,0.1,normal,146.9,15.2
-W.SF.2.hip.0.8s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.7,normal,141.5,14.7,normal,150.5,14.4,normal,158.3,15.3
-W.SF.2.hip.0.8s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,17.9,normal,161.7,20.4,normal,177.8,16.8,lognormal,185.4,0.1
-W.SF.2.hip.0.8s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.4,0.15,normal,141.3,16.9,normal,153.2,16.0,normal,159.1,16.0
-W.SF.2.hip.0.8s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.3,normal,137.1,18.4,normal,149.9,15.4,normal,155.3,14.0
-W.SF.2.hip.0.8s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.15,normal,150.6,19.1,lognormal,163.3,0.11,normal,170.0,16.6
-W.SF.2.hip.0.8s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,18.1,normal,157.8,19.8,lognormal,172.6,0.11,lognormal,181.0,0.11
-W.SF.2.hip.0.8s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.3,0.14,normal,147.2,15.3,normal,155.4,13.7,lognormal,164.0,0.1
-W.SF.2.hip.0.8s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.6,normal,122.5,12.3,normal,128.3,11.6,lognormal,135.7,0.11
-W.SF.2.hip.0.8s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,13.5,normal,118.3,11.7,lognormal,121.8,0.1,normal,124.5,12.1
-W.SF.2.hip.0.8s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,14.7,lognormal,132.1,0.11,lognormal,139.4,0.1,normal,146.9,15.2
-W.SF.2.hip.0.8s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.7,normal,141.5,14.7,normal,150.5,14.4,normal,158.3,15.3
-W.SF.2.hip.1.6d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,15.9,normal,137.1,16.6,normal,154.5,16.0,normal,173.8,15.8
-W.SF.2.hip.1.6d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.7,0.15,normal,117.7,13.0,lognormal,129.7,0.1,normal,145.9,14.3
-W.SF.2.hip.1.6d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.2,13.3,normal,113.0,13.3,normal,122.6,11.8,normal,133.2,12.6
-W.SF.2.hip.1.6d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,105.7,0.15,normal,125.9,14.7,normal,139.2,13.3,normal,156.2,14.3
-W.SF.2.hip.1.6d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,15.2,normal,132.8,15.4,normal,148.3,14.3,normal,166.6,14.7
-W.SF.2.hip.1.6d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,16.0,normal,140.0,18.8,normal,162.7,19.2,lognormal,189.7,0.1
-W.SF.2.hip.1.6d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.6,14.2,normal,125.0,16.5,lognormal,143.6,0.13,lognormal,164.2,0.1
-W.SF.2.hip.1.6d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,13.7,normal,118.1,16.2,normal,136.9,16.5,normal,158.7,15.0
-W.SF.2.hip.1.6d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.8,0.16,normal,130.9,17.3,normal,151.7,17.9,lognormal,173.4,0.1
-W.SF.2.hip.1.6d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.8,15.3,normal,136.4,17.9,normal,158.1,18.3,lognormal,183.9,0.1
-W.SF.2.hip.1.6d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,114.4,0.15,normal,137.0,16.3,normal,153.1,15.5,normal,176.0,15.8
-W.SF.2.hip.1.6d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.4,0.15,normal,117.8,13.1,normal,128.1,11.2,normal,146.8,12.8
-W.SF.2.hip.1.6d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,13.4,normal,112.7,12.7,lognormal,121.6,0.1,lognormal,134.9,0.1
-W.SF.2.hip.1.6d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.6,0.15,normal,125.3,14.2,normal,137.9,12.7,normal,157.6,12.7
-W.SF.2.hip.1.6d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.2,normal,132.6,15.1,normal,147.6,14.1,lognormal,168.8,0.09
-W.SF.2.hip.1.6d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.3,16.0,normal,140.2,18.5,normal,161.8,18.5,lognormal,188.8,0.1
-W.SF.2.hip.1.6d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,14.5,normal,124.7,16.5,normal,143.1,15.7,lognormal,164.9,0.1
-W.SF.2.hip.1.6d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,13.5,normal,117.9,16.0,normal,136.2,15.9,normal,158.1,14.6
-W.SF.2.hip.1.6d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.4,0.16,normal,130.9,17.4,normal,151.1,17.7,lognormal,174.2,0.1
-W.SF.2.hip.1.6d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,112.0,15.6,normal,136.6,17.7,normal,157.3,18.1,lognormal,183.7,0.1
-W.SF.2.hip.1.6d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,14.6,normal,136.2,16.6,normal,152.1,14.7,normal,175.3,15.8
-W.SF.2.hip.1.6d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,96.9,0.14,normal,116.8,12.5,normal,128.4,11.6,normal,148.4,13.2
-W.SF.2.hip.1.6d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,90.0,0.14,normal,111.7,12.5,lognormal,121.0,0.1,normal,135.5,13.2
-W.SF.2.hip.1.6d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.7,13.1,normal,124.5,13.8,lognormal,137.4,0.1,normal,158.4,14.3
-W.SF.2.hip.1.6d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.1,13.8,normal,131.7,14.9,normal,147.1,14.3,lognormal,168.5,0.09
-W.SF.2.hip.1.6d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.5,16.0,normal,136.7,16.7,lognormal,152.0,0.11,normal,158.9,15.2
-W.SF.2.hip.1.6d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.9,0.15,normal,117.9,13.3,normal,125.9,11.5,normal,129.3,12.6
-W.SF.2.hip.1.6d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,13.4,normal,112.8,13.1,normal,120.4,12.0,lognormal,123.4,0.11
-W.SF.2.hip.1.6d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.4,14.3,normal,125.5,14.3,lognormal,135.7,0.1,normal,140.2,13.8
-W.SF.2.hip.1.6d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.7,0.15,normal,132.8,15.6,normal,145.3,13.9,normal,151.5,14.4
-W.SF.2.hip.1.6d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.8,normal,139.9,18.4,normal,161.7,18.4,lognormal,182.6,0.1
-W.SF.2.hip.1.6d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.0,0.16,normal,124.6,16.4,normal,142.5,16.8,normal,156.4,17.5
-W.SF.2.hip.1.6d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,13.7,normal,117.9,15.8,normal,136.8,16.7,normal,155.5,15.2
-W.SF.2.hip.1.6d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.7,normal,130.7,17.4,normal,150.5,17.6,normal,166.4,16.3
-W.SF.2.hip.1.6d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.6,normal,136.0,17.7,normal,158.1,18.6,normal,177.4,17.6
-W.SF.2.hip.1.6d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.9,0.15,normal,136.5,16.1,normal,151.9,14.3,normal,163.6,14.8
-W.SF.2.hip.1.6d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.2,0.15,normal,117.7,13.0,normal,126.5,11.1,normal,134.8,13.2
-W.SF.2.hip.1.6d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.0,13.4,normal,112.8,13.1,lognormal,120.1,0.1,normal,124.3,12.1
-W.SF.2.hip.1.6d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.4,0.15,normal,125.0,14.2,normal,136.0,12.3,normal,146.1,14.5
-W.SF.2.hip.1.6d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.0,normal,131.6,14.4,normal,145.8,13.7,lognormal,157.0,0.1
-W.SF.2.hip.1.6d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.7,normal,139.5,18.0,normal,159.9,17.1,lognormal,182.7,0.11
-W.SF.2.hip.1.6d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,14.6,normal,125.2,16.6,normal,142.7,16.0,normal,158.0,15.4
-W.SF.2.hip.1.6d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,13.7,normal,118.1,15.9,normal,136.5,16.2,normal,154.1,14.0
-W.SF.2.hip.1.6d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.5,0.16,normal,130.9,17.3,normal,150.2,17.0,lognormal,168.5,0.11
-W.SF.2.hip.1.6d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,15.4,normal,136.9,17.9,normal,157.0,17.0,normal,177.5,17.4
-W.SF.2.hip.1.6d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.7,14.7,normal,136.1,16.0,lognormal,149.7,0.1,lognormal,159.4,0.1
-W.SF.2.hip.1.6d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,97.0,12.3,normal,116.6,12.3,normal,125.2,11.2,lognormal,133.4,0.12
-W.SF.2.hip.1.6d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.8,0.14,normal,110.6,11.9,lognormal,117.2,0.1,lognormal,120.8,0.11
-W.SF.2.hip.1.6d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.2,12.6,normal,124.3,13.7,normal,135.0,12.1,lognormal,143.1,0.11
-W.SF.2.hip.1.6d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.5,13.9,normal,132.0,15.3,normal,143.6,13.0,lognormal,153.3,0.11
-W.SF.2.hip.1.6s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.8,0.14,normal,148.3,16.1,normal,161.3,15.2,normal,184.1,20.8
-W.SF.2.hip.1.6s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.6,13.9,normal,124.1,12.4,lognormal,133.8,0.1,normal,149.7,15.9
-W.SF.2.hip.1.6s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.9,14.1,lognormal,120.0,0.11,normal,125.4,11.7,lognormal,137.3,0.12
-W.SF.2.hip.1.6s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.8,15.5,normal,133.6,13.7,lognormal,144.8,0.1,normal,161.1,14.7
-W.SF.2.hip.1.6s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.0,15.8,lognormal,143.2,0.12,normal,155.6,15.5,normal,175.0,17.6
-W.SF.2.hip.1.6s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.6,18.2,normal,162.2,21.1,normal,187.7,22.7,lognormal,219.9,0.11
-W.SF.2.hip.1.6s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.7,15.4,normal,142.6,17.9,normal,159.5,16.8,normal,178.9,18.9
-W.SF.2.hip.1.6s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.4,15.2,lognormal,136.8,0.15,normal,155.3,18.4,normal,170.1,16.7
-W.SF.2.hip.1.6s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.6,16.6,normal,150.4,19.1,normal,171.2,19.0,normal,193.8,19.6
-W.SF.2.hip.1.6s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.2,17.8,normal,157.8,20.4,normal,181.0,20.5,lognormal,209.2,0.11
-W.SF.2.hip.1.6s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,16.3,lognormal,148.5,0.12,normal,159.2,14.3,normal,188.1,18.5
-W.SF.2.hip.1.6s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.7,normal,122.8,12.3,lognormal,131.7,0.1,normal,153.7,15.0
-W.SF.2.hip.1.6s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.5,normal,119.1,11.9,lognormal,124.5,0.1,lognormal,140.4,0.11
-W.SF.2.hip.1.6s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,14.7,normal,132.3,13.1,normal,142.5,13.0,lognormal,166.2,0.11
-W.SF.2.hip.1.6s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.6,lognormal,143.2,0.12,normal,154.1,14.1,normal,179.3,16.6
-W.SF.2.hip.1.6s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.4,18.6,normal,163.0,21.1,lognormal,186.9,0.13,normal,217.7,19.7
-W.SF.2.hip.1.6s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.2,0.15,normal,142.6,17.8,normal,160.1,16.9,normal,180.4,17.3
-W.SF.2.hip.1.6s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.3,normal,137.0,18.3,lognormal,156.6,0.13,lognormal,170.4,0.1
-W.SF.2.hip.1.6s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.7,17.2,normal,150.8,18.6,normal,170.1,18.2,lognormal,197.9,0.11
-W.SF.2.hip.1.6s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.5,17.9,normal,157.9,20.1,normal,181.1,20.9,normal,210.6,19.1
-W.SF.2.hip.1.6s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,16.3,lognormal,148.5,0.12,normal,159.2,14.3,normal,188.1,18.5
-W.SF.2.hip.1.6s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.7,normal,122.8,12.3,lognormal,131.7,0.1,normal,153.7,15.0
-W.SF.2.hip.1.6s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.7,13.5,normal,119.1,11.9,lognormal,124.5,0.1,lognormal,140.4,0.11
-W.SF.2.hip.1.6s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,14.7,normal,132.3,13.1,normal,142.5,13.0,lognormal,166.2,0.11
-W.SF.2.hip.1.6s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.6,lognormal,143.2,0.12,normal,154.1,14.1,normal,179.3,16.6
-W.SF.2.hip.1.6s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.7,16.6,normal,148.2,16.1,normal,155.4,13.9,normal,158.9,14.6
-W.SF.2.hip.1.6s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.4,0.14,normal,123.1,12.0,normal,127.0,11.2,lognormal,129.2,0.1
-W.SF.2.hip.1.6s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.9,lognormal,119.1,0.11,lognormal,122.5,0.11,lognormal,123.5,0.11
-W.SF.2.hip.1.6s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.3,14.9,normal,131.7,12.8,normal,137.1,12.4,lognormal,139.6,0.1
-W.SF.2.hip.1.6s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,16.5,normal,141.9,14.9,lognormal,149.4,0.1,lognormal,152.7,0.11
-W.SF.2.hip.1.6s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.3,18.1,normal,160.8,19.9,normal,176.9,17.6,lognormal,184.3,0.1
-W.SF.2.hip.1.6s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.1,16.1,normal,141.6,17.7,normal,152.6,16.4,normal,156.8,17.2
-W.SF.2.hip.1.6s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.9,0.16,lognormal,136.5,0.15,normal,150.9,16.4,normal,156.8,15.4
-W.SF.2.hip.1.6s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.8,17.0,lognormal,149.0,0.14,lognormal,162.9,0.12,lognormal,169.5,0.12
-W.SF.2.hip.1.6s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,128.6,0.15,normal,156.5,19.2,normal,172.1,17.8,lognormal,179.2,0.11
-W.SF.2.hip.1.6s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,16.7,normal,147.2,15.3,lognormal,156.0,0.1,normal,164.4,16.1
-W.SF.2.hip.1.6s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.6,normal,122.5,12.3,normal,128.3,11.6,lognormal,135.6,0.11
-W.SF.2.hip.1.6s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,13.5,normal,118.2,11.6,lognormal,121.7,0.1,normal,124.5,12.0
-W.SF.2.hip.1.6s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.3,0.14,lognormal,132.2,0.11,normal,138.8,12.8,normal,147.1,15.4
-W.SF.2.hip.1.6s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.7,normal,141.5,14.7,normal,150.6,14.5,normal,158.3,15.4
-W.SF.2.hip.1.6s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,18.0,normal,162.0,20.5,normal,177.2,16.1,lognormal,185.0,0.1
-W.SF.2.hip.1.6s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,16.3,normal,141.7,17.3,normal,153.2,15.7,normal,159.4,16.1
-W.SF.2.hip.1.6s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.4,normal,136.9,18.2,normal,149.2,14.5,normal,154.7,13.6
-W.SF.2.hip.1.6s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.8,0.15,normal,150.2,18.6,lognormal,163.8,0.11,lognormal,171.2,0.11
-W.SF.2.hip.1.6s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.1,17.7,normal,157.4,19.8,normal,171.9,16.6,lognormal,179.5,0.1
-W.SF.2.hip.1.6s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,16.7,normal,147.2,15.3,lognormal,156.0,0.1,normal,164.4,16.1
-W.SF.2.hip.1.6s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,13.6,normal,122.5,12.3,normal,128.3,11.6,lognormal,135.6,0.11
-W.SF.2.hip.1.6s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,13.5,normal,118.2,11.6,lognormal,121.7,0.1,normal,124.5,12.0
-W.SF.2.hip.1.6s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.3,0.14,lognormal,132.2,0.11,normal,138.8,12.8,normal,147.1,15.4
-W.SF.2.hip.1.6s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.7,normal,141.5,14.7,normal,150.6,14.5,normal,158.3,15.4
-W.SF.2.hip.1.8d.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.4,15.6,normal,137.9,17.1,normal,156.6,17.7,normal,182.7,18.9
-W.SF.2.hip.1.8d.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.7,0.15,normal,118.8,13.9,normal,130.9,12.4,normal,149.9,15.5
-W.SF.2.hip.1.8d.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.4,13.4,normal,113.7,13.3,normal,123.8,12.6,normal,137.0,14.2
-W.SF.2.hip.1.8d.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,105.7,14.3,normal,126.4,14.9,normal,141.1,14.2,normal,162.4,15.7
-W.SF.2.hip.1.8d.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.3,normal,133.9,16.3,lognormal,151.4,0.12,normal,176.6,18.9
-W.SF.2.hip.1.8d.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.3,15.9,normal,140.4,18.9,normal,165.4,20.9,normal,214.8,18.7
-W.SF.2.hip.1.8d.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.1,0.16,normal,125.7,16.9,normal,146.8,17.8,normal,179.6,19.1
-W.SF.2.hip.1.8d.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.8,13.6,lognormal,118.6,0.15,normal,139.8,18.8,normal,170.5,16.4
-W.SF.2.hip.1.8d.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.8,0.16,normal,132.1,18.1,normal,156.1,20.8,normal,195.3,20.5
-W.SF.2.hip.1.8d.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,110.9,0.15,lognormal,137.8,0.15,normal,162.0,20.9,lognormal,209.5,0.11
-W.SF.2.hip.1.8d.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.0,15.5,normal,138.0,16.8,normal,155.1,15.8,lognormal,187.8,0.11
-W.SF.2.hip.1.8d.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,101.3,0.15,normal,118.5,13.4,normal,129.5,11.8,normal,153.9,14.7
-W.SF.2.hip.1.8d.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.2,13.6,normal,113.4,12.7,normal,122.9,11.9,lognormal,140.6,0.11
-W.SF.2.hip.1.8d.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.4,0.15,normal,126.7,14.9,normal,140.0,13.5,normal,165.7,14.9
-W.SF.2.hip.1.8d.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,15.0,normal,133.8,16.0,normal,149.9,15.4,lognormal,179.6,0.1
-W.SF.2.hip.1.8d.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,115.1,0.16,normal,140.9,18.5,lognormal,167.4,0.15,normal,221.6,21.8
-W.SF.2.hip.1.8d.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.6,14.5,normal,126.9,17.6,normal,147.6,18.4,normal,181.1,18.8
-W.SF.2.hip.1.8d.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.6,13.6,normal,119.3,16.4,normal,140.1,17.9,lognormal,170.6,0.1
-W.SF.2.hip.1.8d.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,107.3,15.0,lognormal,132.8,0.15,normal,155.8,20.1,normal,196.0,19.1
-W.SF.2.hip.1.8d.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.3,0.16,normal,138.1,18.6,normal,163.2,21.3,normal,211.4,19.4
-W.SF.2.hip.1.8d.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.4,14.6,normal,137.9,16.7,normal,155.6,16.3,normal,188.6,17.9
-W.SF.2.hip.1.8d.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.2,0.14,normal,118.7,13.3,normal,129.5,12.0,normal,154.0,15.3
-W.SF.2.hip.1.8d.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.9,0.14,normal,113.5,13.0,normal,122.6,11.6,normal,141.1,15.0
-W.SF.2.hip.1.8d.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,102.8,13.1,normal,126.4,14.7,normal,139.5,13.4,normal,166.9,16.1
-W.SF.2.hip.1.8d.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,14.2,normal,133.5,15.7,normal,149.8,15.3,normal,180.4,17.6
-W.SF.2.hip.1.8d.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.0,15.3,normal,137.5,16.8,normal,151.3,15.2,normal,159.0,15.6
-W.SF.2.hip.1.8d.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,100.7,0.15,normal,118.2,13.5,normal,125.9,11.6,normal,129.3,12.8
-W.SF.2.hip.1.8d.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.5,13.5,normal,113.1,13.2,lognormal,120.9,0.11,lognormal,123.7,0.11
-W.SF.2.hip.1.8d.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,106.0,14.6,normal,126.3,14.7,normal,135.0,12.2,lognormal,139.7,0.1
-W.SF.2.hip.1.8d.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.2,15.2,normal,134.0,16.0,lognormal,146.3,0.11,lognormal,152.9,0.11
-W.SF.2.hip.1.8d.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,113.6,0.15,normal,140.9,18.9,normal,163.7,19.8,normal,186.5,18.4
-W.SF.2.hip.1.8d.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,102.2,0.16,normal,126.1,17.3,normal,143.9,17.8,normal,157.5,18.0
-W.SF.2.hip.1.8d.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.7,13.6,normal,118.9,16.7,normal,138.9,18.0,normal,156.6,15.3
-W.SF.2.hip.1.8d.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.9,0.16,normal,131.8,17.9,lognormal,152.5,0.14,normal,168.5,18.2
-W.SF.2.hip.1.8d.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.2,normal,137.5,18.9,normal,159.2,18.8,lognormal,179.1,0.11
-W.SF.2.hip.1.8d.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,113.7,15.3,normal,138.2,17.0,normal,152.6,14.7,lognormal,165.0,0.1
-W.SF.2.hip.1.8d.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,101.0,13.4,normal,118.2,13.1,normal,127.0,11.2,normal,134.7,13.2
-W.SF.2.hip.1.8d.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,95.9,13.4,normal,112.9,12.5,lognormal,120.2,0.1,normal,124.3,12.1
-W.SF.2.hip.1.8d.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,106.4,0.15,normal,125.7,14.2,normal,136.4,12.3,normal,146.3,14.3
-W.SF.2.hip.1.8d.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,15.2,normal,133.7,15.7,normal,147.0,14.4,normal,157.7,15.6
-W.SF.2.hip.1.8d.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,114.2,15.7,normal,141.5,19.3,normal,163.9,19.1,lognormal,185.2,0.1
-W.SF.2.hip.1.8d.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,102.5,14.6,normal,126.5,16.9,normal,145.1,17.1,normal,159.5,15.7
-W.SF.2.hip.1.8d.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,96.5,13.7,lognormal,119.6,0.15,normal,139.3,17.9,normal,154.8,13.9
-W.SF.2.hip.1.8d.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,107.6,0.16,normal,132.6,18.0,normal,153.6,19.0,normal,170.1,16.2
-W.SF.2.hip.1.8d.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,15.5,normal,138.1,18.5,normal,159.9,18.6,normal,178.8,17.0
-W.SF.2.hip.1.8d.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,111.3,14.5,normal,137.9,16.3,normal,149.6,13.2,lognormal,159.1,0.1
-W.SF.2.hip.1.8d.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,97.0,0.14,normal,117.4,12.8,normal,125.3,11.3,normal,132.9,14.3
-W.SF.2.hip.1.8d.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,lognormal,89.9,0.14,normal,111.8,12.2,lognormal,117.6,0.1,lognormal,120.8,0.11
-W.SF.2.hip.1.8d.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,103.0,13.3,normal,125.4,14.1,normal,134.5,12.0,lognormal,143.7,0.11
-W.SF.2.hip.1.8d.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,108.6,14.4,normal,132.8,14.9,lognormal,144.5,0.1,lognormal,153.9,0.11
-W.SF.2.hip.1.8s.strap.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.6,16.1,normal,148.2,15.7,normal,161.7,16.0,normal,184.4,20.1
-W.SF.2.hip.1.8s.strap.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,111.9,0.14,normal,124.0,12.3,lognormal,133.7,0.1,lognormal,149.9,0.11
-W.SF.2.hip.1.8s.strap.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,14.1,lognormal,120.2,0.11,lognormal,125.7,0.1,lognormal,136.9,0.11
-W.SF.2.hip.1.8s.strap.no.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.5,14.9,lognormal,133.3,0.11,normal,144.9,13.9,normal,162.6,16.7
-W.SF.2.hip.1.8s.strap.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.1,15.9,normal,143.2,15.4,normal,155.0,15.1,normal,175.5,17.8
-W.SF.2.hip.1.8s.strap.no.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.0,0.15,normal,161.6,21.5,normal,185.9,21.0,normal,216.9,20.2
-W.SF.2.hip.1.8s.strap.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,116.9,16.1,normal,142.5,17.9,normal,159.7,17.0,normal,179.6,18.7
-W.SF.2.hip.1.8s.strap.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.5,15.6,normal,136.4,18.2,normal,155.1,17.6,normal,169.5,16.5
-W.SF.2.hip.1.8s.strap.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.0,17.2,normal,151.7,20.2,normal,170.8,18.1,lognormal,193.9,0.11
-W.SF.2.hip.1.8s.strap.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.4,17.8,normal,157.7,20.6,normal,179.8,19.6,normal,207.6,19.7
-W.SF.2.hip.1.8s.strap.std.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,16.7,normal,148.3,16.1,normal,160.5,15.2,normal,187.7,18.1
-W.SF.2.hip.1.8s.strap.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,13.5,normal,123.0,12.3,normal,131.0,11.4,normal,154.1,15.4
-W.SF.2.hip.1.8s.strap.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.6,normal,119.0,12.0,lognormal,124.6,0.1,normal,139.8,13.9
-W.SF.2.hip.1.8s.strap.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.9,normal,132.1,13.0,lognormal,142.8,0.1,normal,166.2,15.8
-W.SF.2.hip.1.8s.strap.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.6,normal,142.0,14.7,normal,153.6,14.4,normal,179.0,16.2
-W.SF.2.hip.1.8s.strap.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,132.0,18.1,normal,163.0,21.2,normal,186.5,20.8,normal,214.3,15.5
-W.SF.2.hip.1.8s.strap.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.1,0.15,normal,142.7,17.5,normal,158.5,15.9,lognormal,181.3,0.11
-W.SF.2.hip.1.8s.strap.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.0,15.3,normal,137.5,18.7,normal,155.6,17.7,normal,169.9,15.5
-W.SF.2.hip.1.8s.strap.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,123.6,17.2,normal,151.0,19.8,normal,170.5,18.5,lognormal,197.1,0.11
-W.SF.2.hip.1.8s.strap.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.3,18.1,normal,157.9,19.5,normal,180.2,19.6,normal,212.8,21.3
-W.SF.2.hip.1.8s.strap.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,129.4,16.7,normal,148.3,16.1,normal,160.5,15.2,normal,187.7,18.1
-W.SF.2.hip.1.8s.strap.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.2,13.5,normal,123.0,12.3,normal,131.0,11.4,normal,154.1,15.4
-W.SF.2.hip.1.8s.strap.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.6,normal,119.0,12.0,lognormal,124.6,0.1,normal,139.8,13.9
-W.SF.2.hip.1.8s.strap.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.6,14.9,normal,132.1,13.0,lognormal,142.8,0.1,normal,166.2,15.8
-W.SF.2.hip.1.8s.strap.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.6,normal,142.0,14.7,normal,153.6,14.4,normal,179.0,16.2
-W.SF.2.hip.1.8s.tnail.no.0.100,0,Peak Gust Wind Speed,mph,0,0,normal,128.5,16.6,normal,148.2,16.2,normal,155.4,14.3,normal,158.8,14.9
-W.SF.2.hip.1.8s.tnail.no.0.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,112.4,0.14,normal,123.0,12.0,normal,127.0,11.2,lognormal,129.2,0.1
-W.SF.2.hip.1.8s.tnail.no.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,107.6,13.9,lognormal,119.1,0.11,lognormal,122.5,0.11,lognormal,123.5,0.11
-W.SF.2.hip.1.8s.tnail.no.0.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.6,0.14,normal,132.0,13.2,lognormal,137.8,0.1,normal,140.0,13.7
-W.SF.2.hip.1.8s.tnail.no.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,16.5,normal,141.9,14.9,lognormal,149.4,0.1,lognormal,152.7,0.11
-W.SF.2.hip.1.8s.tnail.no.1.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,131.6,0.15,normal,161.1,20.3,normal,176.6,17.3,normal,183.4,16.5
-W.SF.2.hip.1.8s.tnail.no.1.15,0,Peak Gust Wind Speed,mph,0,0,normal,117.3,16.2,lognormal,142.5,0.14,normal,152.8,16.0,normal,157.1,16.9
-W.SF.2.hip.1.8s.tnail.no.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,110.6,15.6,normal,136.2,18.3,normal,151.2,16.4,normal,156.4,14.8
-W.SF.2.hip.1.8s.tnail.no.1.35,0,Peak Gust Wind Speed,mph,0,0,normal,122.9,16.9,lognormal,149.2,0.14,lognormal,163.8,0.12,normal,169.6,19.2
-W.SF.2.hip.1.8s.tnail.no.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,128.1,18.0,normal,157.0,19.7,lognormal,173.1,0.12,normal,179.1,17.7
-W.SF.2.hip.1.8s.tnail.std.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.3,0.14,normal,147.2,15.3,normal,155.4,13.7,lognormal,164.0,0.1
-W.SF.2.hip.1.8s.tnail.std.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.6,normal,122.5,12.3,normal,128.3,11.6,lognormal,135.7,0.11
-W.SF.2.hip.1.8s.tnail.std.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,13.5,normal,118.3,11.7,lognormal,121.8,0.1,normal,124.5,12.1
-W.SF.2.hip.1.8s.tnail.std.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,14.7,lognormal,132.1,0.11,lognormal,139.4,0.1,normal,146.9,15.2
-W.SF.2.hip.1.8s.tnail.std.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.7,normal,141.5,14.7,normal,150.5,14.4,normal,158.3,15.3
-W.SF.2.hip.1.8s.tnail.sup.1.100,0,Peak Gust Wind Speed,mph,0,0,normal,131.9,17.9,normal,161.7,20.4,normal,177.8,16.8,lognormal,185.4,0.1
-W.SF.2.hip.1.8s.tnail.sup.1.15,0,Peak Gust Wind Speed,mph,0,0,lognormal,118.4,0.15,normal,141.3,16.9,normal,153.2,16.0,normal,159.1,16.0
-W.SF.2.hip.1.8s.tnail.sup.1.3,0,Peak Gust Wind Speed,mph,0,0,normal,111.1,15.3,normal,137.1,18.4,normal,149.9,15.4,normal,155.3,14.0
-W.SF.2.hip.1.8s.tnail.sup.1.35,0,Peak Gust Wind Speed,mph,0,0,lognormal,123.9,0.15,normal,150.6,19.1,lognormal,163.3,0.11,normal,170.0,16.6
-W.SF.2.hip.1.8s.tnail.sup.1.70,0,Peak Gust Wind Speed,mph,0,0,normal,129.6,18.1,normal,157.8,19.8,lognormal,172.6,0.11,lognormal,181.0,0.11
-W.SF.2.hip.1.8s.tnail.wkd.0.100,0,Peak Gust Wind Speed,mph,0,0,lognormal,129.3,0.14,normal,147.2,15.3,normal,155.4,13.7,lognormal,164.0,0.1
-W.SF.2.hip.1.8s.tnail.wkd.0.15,0,Peak Gust Wind Speed,mph,0,0,normal,111.5,13.6,normal,122.5,12.3,normal,128.3,11.6,lognormal,135.7,0.11
-W.SF.2.hip.1.8s.tnail.wkd.0.3,0,Peak Gust Wind Speed,mph,0,0,normal,108.0,13.5,normal,118.3,11.7,lognormal,121.8,0.1,normal,124.5,12.1
-W.SF.2.hip.1.8s.tnail.wkd.0.35,0,Peak Gust Wind Speed,mph,0,0,normal,118.4,14.7,lognormal,132.1,0.11,lognormal,139.4,0.1,normal,146.9,15.2
-W.SF.2.hip.1.8s.tnail.wkd.0.70,0,Peak Gust Wind Speed,mph,0,0,normal,125.3,15.7,normal,141.5,14.7,normal,150.5,14.4,normal,158.3,15.3
diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_Hazus_HU_bldg_template.json b/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_Hazus_HU_bldg_template.json
deleted file mode 100644
index 34c871bd0..000000000
--- a/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_Hazus_HU_bldg_template.json
+++ /dev/null
@@ -1,198 +0,0 @@
-{
-  "_GeneralInformation": {
-    "ShortName": "Hazus Hurricane Methodology - Buildings",
-    "Description": "The models in this dataset are based on version 4.2 of the Hazus Hurricane Model Technical Manual",
-    "Version": "1.0",
-    "ComponentGroups": {
-      "W - Wood": {
-        "W.SF - Wood, Single-family": [
-          "W.SF.1 - Wood, Single-family, One-story.",
-          "W.SF.2 - Wood, Single-family, Two or More Stories."
-        ],
-        "W.MUH - Wood, Multi-Unit Housing": [
-          "W.MUH.1 - Wood, Multi-Unit Housing, One-story.",
-          "W.MUH.2 - Wood, Multi-Unit Housing, Two Stories.",
-          "W.MUH.3 - Wood, Multi-Unit Housing, Three or More Stories."
-        ]
-      },
-      "M - Masonry": {
-        "M.SF - Masonry, Single-family": [
-          "M.SF.1 - Masonry, Single-family, One-story.",
-          "M.SF.2 - Masonry, Single-family, Two or More Stories."
-        ],
-        "M.MUH - Masonry, Multi-Unit Housing": [
-          "M.MUH.1 - Masonry, Multi-Unit Housing, One-story.",
-          "M.MUH.2 - Masonry, Multi-Unit Housing, Two Stories.",
-          "M.MUH.3 - Masonry, Multi-Unit Housing, Three or More Stories."
-        ],
-        "M.LRM - Masonry, Low-Rise Strip Mall": [
-          "M.LRM.1 - Masonry, Low-Rise Strip Mall, Up to 15 Feet.",
-          "M.LRM.2 - Masonry, Low-Rise Strip Mall, More than 15 Feet."
-        ],
-        "M.LRI - Masonry, Low-Rise Industrial/Warehouse/Factory Buildings": [
-          "M.LRI - Masonry, Low-Rise Industrial/Warehouse/Factory Buildings."
-        ],
-        "M.ERB - Masonry, Engineered Residential Building": [
-          "M.ERB.L - Masonry, Engineered Residential Building, Low-Rise (1-2 Stories).",
-          "M.ERB.M - Masonry, Engineered Residential Building, Mid-Rise (3-5 Stories).",
-          "M.ERB.H - Masonry, Engineered Residential Building, High-Rise (6+ Stories)."
-        ],
-        "M.ECB - Masonry, Engineered Commercial Building": [
-          "M.ECB.L - Masonry, Engineered Commercial Building, Low-Rise (1-2 Stories).",
-          "M.ECB.M - Masonry, Engineered Commercial Building, Mid-Rise (3-5 Stories).",
-          "M.ECB.H - Masonry, Engineered Commercial Building, High-Rise (6+ Stories)."
-        ]
-      },
-      "C - Concrete": {
-        "C.ERB - Concrete, Engineered Residential Building": [
-          "C.ERB.L - Concrete, Engineered Residential Building, Low-Rise (1-2 Stories).",
-          "C.ERB.M - Concrete, Engineered Residential Building, Mid-Rise (3-5 Stories).",
-          "C.ERB.H - Concrete, Engineered Residential Building, High-Rise (6+ Stories)."
-        ],
-        "C.ECB - Concrete, Engineered Commercial Building": [
-          "C.ECB.L - Concrete, Engineered Commercial Building, Low-Rise (1-2 Stories).",
-          "C.ECB.M - Concrete, Engineered Commercial Building, Mid-Rise (3-5 Stories).",
-          "C.ECB.H - Concrete, Engineered Commercial Building, High-Rise (6+ Stories)."
-        ]
-      },
-      "S - Steel": {
-        "S.PMB - Steel, Pre-Engineered Metal Building": [
-          "S.PMB.S - Steel, Pre-Engineered Metal Building, Small.",
-          "S.PMB.M - Steel, Pre-Engineered Metal Building, Medium.",
-          "S.PMB.L - Steel, Pre-Engineered Metal Building, Large."
-        ],
-        "S.ERB - Steel, Engineered Residential Building": [
-          "S.ERB.L - Steel, Engineered Residential Building, Low-Rise (1-2 Stories).",
-          "S.ERB.M - Steel, Engineered Residential Building, Mid-Rise (3-5 Stories).",
-          "S.ERB.H - Steel, Engineered Residential Building, High-Rise (6+ Stories)."
-        ],
-        "S.ECB - Steel, Engineered Commercial Building": [
-          "S.ECB.L - Steel, Engineered Commercial Building, Low-Rise (1-2 Stories).",
-          "S.ECB.M - Steel, Engineered Commercial Building, Mid-Rise (3-5 Stories).",
-          "S.ECB.H - Steel, Engineered Commercial Building, High-Rise (6+ Stories)."
-        ]
-      },
-      "MH - Manufactured Home": [
-        "MH.PHUD - Manufactured Home, Pre-Housing and Urban Development (HUD).",
-        "MH.76HUD - Manufactured Home, 1976 HUD.",
-        "MH.94HUDI - Manufactured Home, 1994 HUD - Wind Zone I.",
-        "MH.94HUDII - Manufactured Home, 1994 HUD - Wind Zone II.",
-        "MH.94HUDIII - Manufactured Home, 1994 HUD - Wind Zone III."
-      ],
-      "HUEF - Health, Utilities, Education, and Fire": {
-        "HUEF.H - Hospital": [
-          "HUEF.H.S - Small Hospital, Hospital with fewer than 50 Beds.",
-          "HUEF.H.M - Medium Hospital, Hospital with beds between 50 & 150.",
-          "HUEF.H.L - Large Hospital, Hospital with more than 150 Beds."
-        ],
-        "HUEF.S - School": [
-          "HUEF.S.S - Elementary School.",
-          "HUEF.S.M - High school, two-story.",
-          "HUEF.S.L - Large high school, three-story."
-        ],
-        "HUEF.EO - Emergency Operation Centers": [
-          "HUEF.EO - Emergency Operation Centers."
-        ],
-        "HUEF.FS - Fire Station": [
-          "HUEF.FS - Fire Station."
-        ],
-        "HUEF.PS - Police Station": [
-          "HUEF.PS - Police Station."
-        ]
-      }
-    }
-  },
-  "DamageStateClasses": {
-    "W.SF.1": "5-175",
-    "W.SF.2": "5-175",
-    "W.MUH.1": "5-175",
-    "W.MUH.2": "5-175",
-    "W.MUH.3": "5-175",
-    "M.SF.1": "5-175",
-    "M.SF.2": "5-175",
-    "M.MUH.1": "5-175",
-    "M.MUH.2": "5-175",
-    "M.MUH.3": "5-175",
-    "M.LRM.1": "5-208",
-    "M.LRM.2": "5-208",
-    "M.LRI": "5-239",
-    "M.ERB.L": "5-230",
-    "M.ERB.M": "5-230",
-    "M.ERB.H": "5-230",
-    "M.ECB.L": "5-230",
-    "M.ECB.M": "5-230",
-    "M.ECB.H": "5-230",
-    "C.ERB.L": "5-230",
-    "C.ERB.M": "5-230",
-    "C.ERB.H": "5-230",
-    "C.ECB.L": "5-230",
-    "C.ECB.M": "5-230",
-    "C.ECB.H": "5-230",
-    "S.PMB.S": "5-227",
-    "S.PMB.M": "5-227",
-    "S.PMB.L": "5-227",
-    "S.ERB.L": "5-230",
-    "S.ERB.M": "5-230",
-    "S.ERB.H": "5-230",
-    "S.ECB.L": "5-230",
-    "S.ECB.M": "5-230",
-    "S.ECB.H": "5-230",
-    "MH.PHUD": "5-195",
-    "MH.76HUD": "5-195",
-    "MH.94HUDI": "5-195",
-    "MH.94HUDII": "5-195",
-    "MH.94HUDIII": "5-195",
-    "HUEF.H.S": "5-208",
-    "HUEF.H.M": "5-208",
-    "HUEF.H.L": "5-208",
-    "HUEF.S.S": "5-208",
-    "HUEF.S.M": "5-208",
-    "HUEF.S.L": "5-208",
-    "HUEF.EO": "5-208",
-    "HUEF.FS": "5-208",
-    "HUEF.PS": "5-208"
-  },
-  "DamageStateDescriptions": {
-    "5-175": {
-      "DS1": "Minor Damage: Maximum of one broken window, door or garage door. Moderate roof cover loss that can be covered to prevent additional water entering the building. Marks or dents on walls requiring painting or patching for repair.",
-      "DS2": "Moderate Damage: Major roof cover damage, moderate window breakage. Minor roof sheathing failure. Some resulting damage to interior of building from water",
-      "DS3": "Severe Damage: Major window damage or roof sheathing loss. Major roof cover loss. Extensive damage to interior from water.",
-      "DS4": "Destruction: Complete roof failure and/or, failure of wall frame. Loss of more than 50% of roof sheathing."
-    },
-    "5-195": {
-      "DS0": "No Damage or Very Minor Damage - Little or no visible damage from the outside Slight shifting on the blocks that would suggest re-leveling, but not off the blocks Some cracked windows, but no resulting water damage.",
-      "DS1": "Minor Damage - Shifting off the blocks or so that blocks press up to the floor; re- leveling required. Walls, doors, etc., buckled slightly, but able to be corrected by re-leveling. Minor eave and upper wall damage, with slight water damage but roof not pulled all the way back. Minor pulling away of siding with slight water damage Minor missile and/or tree damage. Slight window breakage and attendant water damage.",
-      "DS2": "Moderate Damage (Still Livable) - Severe shifting off the blocks with some attendant floor and superstructure damage (punching, racking, etc). Roof removed over a portion or all of the home but the joists remain intact, walls not collapsed Missile and/or tree damage to a section of the wall or roof, including deep dents or punctures. Serious water damage from holes in roof, walls, windows, doors or floors.",
-      "DS3": "Severe Damage (Not Livable, but Repairable) - Unit rolled onto side but frame intact. Extreme shifting causing severe racking and separations in the superstructure. Roof off, joists damaged or removed, walls damaged from lack of lateral support at top. Severe tree damage, including crushing of one wall or roof section. Superstructure partially separated from under frame.",
-      "DS4": "Destruction (Not Livable) - Unit rolled onto top or rolled several times. Unit tossed or vaulted through the air. Superstructure separated from the underframe or collapsed to side of the underframe. Roof off, joists removed, and walls collapsed. Destruction of a major section by a falling tree."
-    },
-    "5-208": {
-      "DS0": "No Damage or Very Minor Damage Little or no visible damage from the outside. No broken windows, or failed roof deck. Minimal loss of roof cover, with no or very limited water penetration.",
-      "DS1": "Minor Damage Maximum of one broken window or door. Moderate roof cover loss that can be covered to prevent additional water entering the building. Marks or dents on walls requiring painting or patching for repair.",
-      "DS2": "Moderate Damage Major roof cover damage, moderate window breakage. Minor roof sheathing failure. Some resulting damage to interior of building from water.",
-      "DS3": "Severe Damage Major window damage or roof sheathing loss. Major roof cover loss. Extensive damage to interior from water. Limited, local joist failures. Failure of one wall.",
-      "DS4": "Destruction Complete roof failure on 1/3 or more of the units and/or failure of more than one wall. Loss of more than 25% of roof sheathing."
-    },
-    "5-227": {
-      "DS0": "No Damage or Very Minor Damage Little or no visible damage from the outside. No broken windows, or failed roof deck. None or very limited water penetration.",
-      "DS1": "Minor Damage Maximum of one broken window or, door or wall panel. Marks or dents on walls requiring painting or patching for repair.",
-      "DS2": "Moderate Damage Moderate fenestration failures. Minor roof panel failures, or wall panel failures. Some resulting damage to interior of building from water.",
-      "DS3": "Severe Damage Major window damage or roof sheathing loss. Extensive damage to the interior from water. Some frame damage likely.",
-      "DS4": "Destruction Significant failures of fenestrations, significant roof and wall panel failures. Significant frame damage likely."
-    },
-    "5-230": {
-      "DS0": "No Damage or Very Minor Damage Little or no visible damage from the outside. No broken windows, or failed roof deck. Minimal loss of roof cover, with no or very limited water penetration.",
-      "DS1": "Minor Damage Maximum of one broken window or door. Moderate roof cover loss that can be covered to prevent additional water entering the building. Marks or dents on walls requiring painting or patching for repair.",
-      "DS2": "Moderate Damage Major roof cover damage, moderate window breakage. Minor roof deck failure. Some resulting damage to interior of building from water.",
-      "DS3": "Severe Damage Major window damage or roof sheathing loss. Major roof cover loss. Extensive damage to interior from water. Limited, local joist failures.",
-      "DS4": "Destruction Essentially complete roof failure and/or of more than 25% of roof sheathing. Significant amount of the wall envelope opened through windows failure. Extensive damage to interior."
-    },
-    "5-239": {
-      "DS0": "No Damage or Very Minor Damage Little or no visible damage from the outside. No failed doors or roof deck. Minimal loss of roof cover, with no or very limited water penetration.",
-      "DS1": "Minor Damage Maximum of one failed door. Moderate roof cover loss that can be covered to prevent additional water entering the building. Marks or dents on walls requiring painting or patching for repair.",
-      "DS2": "Moderate Damage Major roof cover damage, moderate window breakage. Minor roof sheathing failure. Some resulting damage to interior of building from water.",
-      "DS3": "Severe Damage Major window damage or roof sheathing loss. Major roof cover loss. Extensive damage to interior from water. Limited, local joist failures. Failure of one wall.",
-      "DS4": "Destruction Complete roof failure on 1/3 or more of the units and/or failure of more than one wall. Loss of more than 25% of roof sheathing."
-    }
-  }
-}
diff --git a/pelicun/resources/SimCenterDBDL/loss_repair_DB_FEMA_P58_2nd.csv b/pelicun/resources/SimCenterDBDL/loss_repair_DB_FEMA_P58_2nd.csv
deleted file mode 100644
index 101a02493..000000000
--- a/pelicun/resources/SimCenterDBDL/loss_repair_DB_FEMA_P58_2nd.csv
+++ /dev/null
@@ -1,2949 +0,0 @@
-ID,Incomplete,Quantity-Unit,DV-Unit,DS1-Family,DS1-Theta_0,DS1-Theta_1,DS1-LongLeadTime,DS2-Family,DS2-Theta_0,DS2-Theta_1,DS2-LongLeadTime,DS3-Family,DS3-Theta_0,DS3-Theta_1,DS3-LongLeadTime,DS4-Family,DS4-Theta_0,DS4-Theta_1,DS4-LongLeadTime,DS5-Family,DS5-Theta_0,DS5-Theta_1,DS5-LongLeadTime,DS6-Family,DS6-Theta_0,DS6-Theta_1,DS6-LongLeadTime,DS7-Family,DS7-Theta_0,DS7-Theta_1,DS7-LongLeadTime,DS8-Family,DS8-Theta_0,DS8-Theta_1,DS8-LongLeadTime,DS9-Family,DS9-Theta_0,DS9-Theta_1,DS9-LongLeadTime,DS10-Family,DS10-Theta_0,DS10-Theta_1,DS10-LongLeadTime,DS11-Family,DS11-Theta_0,DS11-Theta_1,DS11-LongLeadTime,DS12-Family,DS12-Theta_0,DS12-Theta_1,DS12-LongLeadTime,DS13-Family,DS13-Theta_0,DS13-Theta_1,DS13-LongLeadTime,DS14-Family,DS14-Theta_0,DS14-Theta_1,DS14-LongLeadTime,DS15-Family,DS15-Theta_0,DS15-Theta_1,DS15-LongLeadTime
-B.10.31.001-Cost,0,1 EA,USD_2011,,,,,normal,"16536,10176|5,20",0.370602,,normal,"15564,11024.5|5,20",0.37889,,normal,"15264,10812|5,20",0.383593,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.001-Time,0,1 EA,worker_day,,,,0,normal,"16.0497,9.87672|5,20",0.447041,0,normal,"15.1062,10.7002|5,20",0.453936,0,normal,"14.8151,10.494|5,20",0.457868,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.001-Carbon,0,1 EA,kg,,,,,normal,1400.98,0.4470409205136376,,normal,1425.07,0.45393602351768625,,normal,1848.35,0.45786815021461647,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.001-Energy,0,1 EA,MJ,,,,,normal,19347.06,0.4470409205136376,,normal,20086.33,0.45393602351768625,,normal,32234.95,0.45786815021461647,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.011a-Cost,0,1 EA,USD_2011,,,,,lognormal,"25363,15608|5,20",0.406969,,lognormal,"31464,22287|5,20",0.366445,,lognormal,"36744,26027|5,20",0.343414,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.011a-Time,0,1 EA,worker_day,,,,0,lognormal,"24.6171,15.149|5,20",0.477623,0,lognormal,"30.5386,21.6315|5,20",0.443601,0,lognormal,"35.6633,25.2615|5,20",0.424774,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.011a-Carbon,0,1 EA,kg,,,,,lognormal,4188.93,0.4776227662003145,,lognormal,5905.11,0.4436008352312021,,lognormal,10066.43,0.424774422812892,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.011a-Energy,0,1 EA,MJ,,,,,lognormal,55561.99,0.4776227662003145,,lognormal,104179.01,0.4436008352312021,,lognormal,150387.51,0.424774422812892,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.011b-Cost,0,1 EA,USD_2011,,,,,lognormal,"26403,16248|5,20",0.391556,,lognormal,"33864,23987|5,20",0.341772,,lognormal,"41544,29427|5,20",0.305761,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.011b-Time,0,1 EA,worker_day,,,,0,lognormal,"19.4139,11.947|5,20",0.46456,0,lognormal,"24.9,17.6375|5,20",0.423448,0,lognormal,"30.5471,21.6375|5,20",0.394955,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.011b-Carbon,0,1 EA,kg,,,,,lognormal,4266.02,0.4645597627080862,,lognormal,192.73,0.42344791225414663,,lognormal,385.45,0.3949553944929968,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.011b-Energy,0,1 EA,MJ,,,,,lognormal,57927.64,0.4645597627080862,,lognormal,5914.11,0.42344791225414663,,lognormal,11828.22,0.3949553944929968,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.011c-Cost,0,1 EA,USD_2011,,,,,lognormal,"27963,17208|5,20",0.370493,,lognormal,"37464,26537|5,20",0.310418,,lognormal,"47544,33677|5,20",0.268916,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.011c-Time,0,1 EA,worker_day,,,,0,lognormal,"18.505,11.3877|5,20",0.446951,0,lognormal,"24.7924,17.5613|5,20",0.398572,0,lognormal,"31.4629,22.2862|5,20",0.367173,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.011c-Carbon,0,1 EA,kg,,,,,lognormal,4381.66,0.44695093224287513,,lognormal,481.82,0.3985716876189506,,lognormal,867.27,0.36717252375581416,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.011c-Energy,0,1 EA,MJ,,,,,lognormal,61476.11,0.44695093224287513,,lognormal,14785.28,0.3985716876189506,,lognormal,26613.5,0.36717252375581416,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.021a-Cost,0,1 EA,USD_2011,,,,,normal,"12142,7472|5,20",0.324753,,lognormal,"13608,9639|5,20",0.302036,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.021a-Time,0,1 EA,worker_day,,,,0,normal,"11.7849,7.25224|5,20",0.409835,0,lognormal,"13.2078,9.35553|5,20",0.392079,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.021a-Carbon,0,1 EA,kg,,,,,normal,1018.18,0.4098351157773478,,lognormal,1018.18,0.3920787678418395,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.021a-Energy,0,1 EA,MJ,,,,,normal,16516.66,0.4098351157773478,,lognormal,16516.66,0.3920787678418395,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.021b-Cost,0,1 EA,USD_2011,,,,,normal,"13182,8112|5,20",0.299397,,normal,"16008,11339|5,20",0.268722,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.021b-Time,0,1 EA,worker_day,,,,0,normal,"9.69266,5.96472|5,20",0.390049,0,normal,"11.7706,8.33748|5,20",0.36703,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.021b-Carbon,0,1 EA,kg,,,,,normal,77.09,0.3900494216956807,,normal,192.73,0.3670303410760727,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.021b-Energy,0,1 EA,MJ,,,,,normal,2365.64,0.3900494216956807,,normal,5914.11,0.3670303410760727,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.021c-Cost,0,1 EA,USD_2011,,,,,normal,"14742,9072|5,20",0.268008,,normal,"19608,13889|5,20",0.236069,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.021c-Time,0,1 EA,worker_day,,,,0,normal,"9.75572,6.00352|5,20",0.366508,0,normal,"12.9758,9.19121|5,20",0.343844,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.021c-Carbon,0,1 EA,kg,,,,,normal,192.73,0.3665080535747732,,normal,481.82,0.3438440437499279,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.31.021c-Energy,0,1 EA,MJ,,,,,normal,5914.11,0.3665080535747732,,normal,14785.28,0.3438440437499279,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.001a-Cost,0,1 EA,USD_2011,normal,"47292,29102.8|5,20",0.328087,,normal,"47229.3,33454.1|5,20",0.319388,,normal,"49269.3,34899.1|5,20",0.31393,,normal,"49269.3,34899.1|5,20",0.31393,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.001a-Time,0,1 EA,worker_day,normal,"31.2962,19.2592|5,20",0.412482,0,normal,"31.2547,22.1388|5,20",0.405597,0,normal,"32.6047,23.095|5,20",0.401313,0,normal,"32.6047,23.095|5,20",0.401313,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.001a-Carbon,0,1 EA,kg,normal,6967.05,0.4124818954083353,,normal,8260.75,0.4055968971883679,,normal,8260.75,0.4013132509301284,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.001a-Energy,0,1 EA,MJ,normal,87499.61,0.4124818954083353,,normal,125200.75,0.4055968971883679,,normal,125200.75,0.4013132509301284,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.001b-Cost,0,1 EA,USD_2011,normal,"47292,29102.8|5,20",0.328087,,normal,"55829.7,39546|5,20",0.300019,,normal,"60029.7,42521|5,20",0.293388,,normal,"60029.7,42521|5,20",0.293388,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.001b-Time,0,1 EA,worker_day,normal,"31.2962,19.2592|5,20",0.412482,0,normal,"36.9461,26.1701|5,20",0.390527,0,normal,"39.7255,28.1389|5,20",0.385456,0,normal,"39.7255,28.1389|5,20",0.385456,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.001b-Carbon,0,1 EA,kg,normal,6967.05,0.4124818954083353,,normal,10808.47,0.3905269898189911,,normal,10808.47,0.38545635891713886,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.001b-Energy,0,1 EA,MJ,normal,87499.61,0.4124818954083353,,normal,199446.8,0.3905269898189911,,normal,199446.8,0.38545635891713886,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.001c-Cost,0,1 EA,USD_2011,normal,"47292,29102.8|5,20",0.328087,,normal,"66505.2,47107.8|5,20",0.284907,,normal,"73105.2,51782.8|5,20",0.278147,,normal,"73105.2,51782.8|5,20",0.278147,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.001c-Time,0,1 EA,worker_day,normal,"31.2962,19.2592|5,20",0.412482,0,normal,"44.0107,31.1743|5,20",0.379041,0,normal,"48.3784,34.268|5,20",0.373986,0,normal,"48.3784,34.268|5,20",0.373986,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.001c-Carbon,0,1 EA,kg,normal,6967.05,0.4124818954083353,,normal,14061.7,0.37904065521008673,,normal,14061.7,0.37398635484138093,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.001c-Energy,0,1 EA,MJ,normal,87499.61,0.4124818954083353,,normal,294252.53,0.37904065521008673,,normal,294252.53,0.37398635484138093,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.002a-Cost,0,1 EA,USD_2011,normal,"46307,28496.6|5,20",0.330545,,normal,"46705.4,33083|5,20",0.32014,,normal,"47005.4,33295.5|5,20",0.318962,,normal,"47005.4,33295.5|5,20",0.318962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.002a-Time,0,1 EA,worker_day,normal,"30.6444,18.8581|5,20",0.41444,0,normal,"30.908,21.8932|5,20",0.406189,0,normal,"31.1065,22.0338|5,20",0.405262,0,normal,"31.1065,22.0338|5,20",0.405262,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.002a-Carbon,0,1 EA,kg,normal,6967.05,0.4144395287629711,,normal,7845.12,0.4061892585815108,,normal,7570.86,0.4052615589595127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.002a-Energy,0,1 EA,MJ,normal,87499.61,0.4144395287629711,,normal,113088.5,0.4061892585815108,,normal,105095.87,0.4052615589595127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.002b-Cost,0,1 EA,USD_2011,normal,"46307,28496.6|5,20",0.330545,,normal,"51447.3,36441.8|5,20",0.30738,,normal,"55047.3,38991.8|5,20",0.300511,,normal,"55047.3,38991.8|5,20",0.300511,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.002b-Time,0,1 EA,worker_day,normal,"30.6444,18.8581|5,20",0.41444,0,normal,"34.046,24.116|5,20",0.39621,0,normal,"36.4284,25.8035|5,20",0.390905,0,normal,"36.4284,25.8035|5,20",0.390905,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.002b-Carbon,0,1 EA,kg,normal,6967.05,0.4144395287629711,,normal,9290.15,0.3962104815841783,,normal,9290.15,0.3909048610532733,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.002b-Energy,0,1 EA,MJ,normal,87499.61,0.4144395287629711,,normal,155199.63,0.3962104815841783,,normal,155199.63,0.3909048610532733,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.002c-Cost,0,1 EA,USD_2011,normal,"46307,28496.6|5,20",0.330545,,normal,"58049.6,41118.5|5,20",0.295552,,normal,"64649.6,45793.5|5,20",0.286517,,normal,"64649.6,45793.5|5,20",0.286517,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.002c-Time,0,1 EA,worker_day,normal,"30.6444,18.8581|5,20",0.41444,0,normal,"38.4152,27.2108|5,20",0.387106,0,normal,"42.7829,30.3045|5,20",0.380253,0,normal,"42.7829,30.3045|5,20",0.380253,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.002c-Carbon,0,1 EA,kg,normal,6967.05,0.4144395287629711,,normal,11484.97,0.3871055289692941,,normal,11484.97,0.3802527425188552,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.002c-Energy,0,1 EA,MJ,normal,87499.61,0.4144395287629711,,normal,219161.44,0.3871055289692941,,normal,219161.44,0.3802527425188552,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.003a-Cost,0,1 EA,USD_2011,normal,"48388,29777.2|5,20",0.324776,,normal,"51386.8,36399|5,20",0.308827,,normal,"52586.8,37249|5,20",0.306364,,normal,"52586.8,37249|5,20",0.306364,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.003a-Time,0,1 EA,worker_day,normal,"32.0215,19.7055|5,20",0.409853,0,normal,"34.006,24.0876|5,20",0.397333,0,normal,"34.8001,24.6501|5,20",0.395422,0,normal,"34.8001,24.6501|5,20",0.395422,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.003a-Carbon,0,1 EA,kg,normal,6967.05,0.409853111977548,,normal,9271.72,0.39733337493136167,,normal,9271.72,0.3954223206965157,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.003a-Energy,0,1 EA,MJ,normal,87499.61,0.409853111977548,,normal,154662.63,0.39733337493136167,,normal,154662.63,0.3954223206965157,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.003b-Cost,0,1 EA,USD_2011,normal,"48388,29777.2|5,20",0.324776,,normal,"63570.6,45029.1|5,20",0.288007,,normal,"67170.6,47579.1|5,20",0.283764,,normal,"67170.6,47579.1|5,20",0.283764,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.003b-Time,0,1 EA,worker_day,normal,"32.0215,19.7055|5,20",0.409853,0,normal,"42.0688,29.7987|5,20",0.381376,0,normal,"44.4511,31.4862|5,20",0.378182,0,normal,"44.4511,31.4862|5,20",0.378182,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.003b-Carbon,0,1 EA,kg,normal,6967.05,0.409853111977548,,normal,12984.57,0.38137636248639784,,normal,12984.57,0.37818224710256276,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.003b-Energy,0,1 EA,MJ,normal,87499.61,0.409853111977548,,normal,262862.78,0.38137636248639784,,normal,262862.78,0.37818224710256276,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.003c-Cost,0,1 EA,USD_2011,normal,"48388,29777.2|5,20",0.324776,,normal,"78575.2,55657.5|5,20",0.273213,,normal,"85175.2,60332.5|5,20",0.268555,,normal,"85175.2,60332.5|5,20",0.268555,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.003c-Time,0,1 EA,worker_day,normal,"32.0215,19.7055|5,20",0.409853,0,normal,"51.9983,36.8321|5,20",0.370331,0,normal,"56.3659,39.9259|5,20",0.366908,0,normal,"56.3659,39.9259|5,20",0.366908,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.003c-Carbon,0,1 EA,kg,normal,6967.05,0.409853111977548,,normal,17739.9,0.37033110741413083,,normal,17739.9,0.3669081264741812,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.003c-Energy,0,1 EA,MJ,normal,87499.61,0.409853111977548,,normal,401443.23,0.37033110741413083,,normal,401443.23,0.3669081264741812,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.011a-Cost,0,1 EA,USD_2011,normal,"46317,28502.8|5,20",0.330517,,normal,"48027.4,34019.4|5,20",0.315296,,normal,"50067.4,35464.4|5,20",0.310146,,normal,"50067.4,35464.4|5,20",0.310146,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.011a-Time,0,1 EA,worker_day,normal,"30.651,18.8622|5,20",0.414417,0,normal,"31.7828,22.5128|5,20",0.402382,0,normal,"33.1328,23.4691|5,20",0.39836,0,normal,"33.1328,23.4691|5,20",0.39836,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.011a-Carbon,0,1 EA,kg,normal,6692.79,0.4144169443816669,,normal,8503.97,0.4023823434897065,,normal,8503.97,0.3983595713905621,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.011a-Energy,0,1 EA,MJ,normal,79506.99,0.4144169443816669,,normal,132288.58,0.4023823434897065,,normal,132288.58,0.3983595713905621,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.011b-Cost,0,1 EA,USD_2011,normal,"46317,28502.8|5,20",0.330517,,normal,"58712,41587.6|5,20",0.295176,,normal,"62912,44562.6|5,20",0.28927,,normal,"62912,44562.6|5,20",0.28927,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.011b-Time,0,1 EA,worker_day,normal,"30.651,18.8622|5,20",0.414417,0,normal,"38.8535,27.5212|5,20",0.386819,0,normal,"41.6329,29.49|5,20",0.382331,0,normal,"41.6329,29.49|5,20",0.382331,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.011b-Carbon,0,1 EA,kg,normal,6692.79,0.4144169443816669,,normal,11686.81,0.38681898628038214,,normal,11686.81,0.38233084442817716,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.011b-Energy,0,1 EA,MJ,normal,79506.99,0.4144169443816669,,normal,225043.38,0.38681898628038214,,normal,225043.38,0.38233084442817716,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.011c-Cost,0,1 EA,USD_2011,normal,"42754.2,28502.8|5,20",0.330517,,normal,"72097.6,48065.1|5,20",0.279208,,normal,"78097.6,52065.1|5,20",0.274016,,normal,"78097.6,52065.1|5,20",0.274016,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.011c-Time,0,1 EA,worker_day,normal,"28.2932,18.8622|5,20",0.414417,0,normal,"47.7116,31.8078|5,20",0.374776,0,normal,"51.6822,34.4548|5,20",0.370924,0,normal,"51.6822,34.4548|5,20",0.370924,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.011c-Carbon,0,1 EA,kg,normal,6692.79,0.4144169443816669,,normal,15583.09,0.3747762828383626,,normal,15583.09,0.3709240332884356,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.011c-Energy,0,1 EA,MJ,normal,79506.99,0.4144169443816669,,normal,338589.1,0.3747762828383626,,normal,338589.1,0.3709240332884356,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.012a-Cost,0,1 EA,USD_2011,normal,"41844.9,27896.6|5,20",0.333112,,normal,"46358,30905.3|5,20",0.319799,,normal,"47558,31705.3|5,20",0.316673,,normal,"47558,31705.3|5,20",0.316673,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.012a-Time,0,1 EA,worker_day,normal,"27.6916,18.461|5,20",0.41649,0,normal,"30.6781,20.4521|5,20",0.405921,0,normal,"31.4722,20.9814|5,20",0.403462,0,normal,"31.4722,20.9814|5,20",0.403462,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.012a-Carbon,0,1 EA,kg,normal,6692.79,0.4164897206137629,,normal,7922.09,0.4059208225894638,,normal,7739.25,0.403462300463319,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.012a-Energy,0,1 EA,MJ,normal,79506.99,0.4164897206137629,,normal,115331.43,0.4059208225894638,,normal,110003.01,0.403462300463319,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.012b-Cost,0,1 EA,USD_2011,normal,"41844.9,27896.6|5,20",0.333112,,normal,"52816.6,35211.1|5,20",0.305552,,normal,"57016.6,38011.1|5,20",0.298029,,normal,"57016.6,38011.1|5,20",0.298029,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.012b-Time,0,1 EA,worker_day,normal,"27.6916,18.461|5,20",0.41649,0,normal,"34.9522,23.3014|5,20",0.394794,0,normal,"37.7316,25.1544|5,20",0.389001,0,normal,"37.7316,25.1544|5,20",0.389001,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.012b-Carbon,0,1 EA,kg,normal,6692.79,0.4164897206137629,,normal,9890.27,0.3947939936248809,,normal,9890.27,0.3890007045919057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.012b-Energy,0,1 EA,MJ,normal,79506.99,0.4164897206137629,,normal,172688.49,0.3947939936248809,,normal,172688.49,0.3890007045919057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.012c-Cost,0,1 EA,USD_2011,normal,"41844.9,27896.6|5,20",0.333112,,normal,"61459.9,40973.2|5,20",0.290456,,normal,"68059.9,45373.2|5,20",0.28252,,normal,"68059.9,45373.2|5,20",0.28252,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.012c-Time,0,1 EA,worker_day,normal,"27.6916,18.461|5,20",0.41649,0,normal,"40.672,27.1146|5,20",0.383229,0,normal,"45.0396,30.0264|5,20",0.37725,0,normal,"45.0396,30.0264|5,20",0.37725,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.012c-Carbon,0,1 EA,kg,normal,6692.79,0.4164897206137629,,normal,12524.21,0.3832292745890602,,normal,12524.21,0.3772502677776589,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.012c-Energy,0,1 EA,MJ,normal,79506.99,0.4164897206137629,,normal,249446.83,0.3832292745890602,,normal,249446.83,0.3772502677776589,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.013a-Cost,0,1 EA,USD_2011,normal,"43765.9,29177.2|5,20",0.327049,,normal,"51591.9,34394.6|5,20",0.307273,,normal,"53391.9,35594.6|5,20",0.30371,,normal,"53391.9,35594.6|5,20",0.30371,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.013a-Time,0,1 EA,worker_day,normal,"28.9627,19.3085|5,20",0.411656,0,normal,"34.1417,22.7611|5,20",0.396127,0,normal,"35.3329,23.5553|5,20",0.39337,0,normal,"35.3329,23.5553|5,20",0.39337,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.013a-Carbon,0,1 EA,kg,normal,6692.79,0.4116561029657502,,normal,9517.07,0.39612695404353365,,normal,9517.07,0.3933700206395224,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.013a-Energy,0,1 EA,MJ,normal,79506.99,0.4116561029657502,,normal,161812.7,0.39612695404353365,,normal,161812.7,0.3933700206395224,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.013b-Cost,0,1 EA,USD_2011,normal,"43765.9,29177.2|5,20",0.327049,,normal,"66549.2,44366.1|5,20",0.284467,,normal,"70749.2,47166.1|5,20",0.280035,,normal,"70749.2,47166.1|5,20",0.280035,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.013b-Time,0,1 EA,worker_day,normal,"28.9627,19.3085|5,20",0.411656,0,normal,"44.0399,29.3599|5,20",0.37871,0,normal,"46.8193,31.2129|5,20",0.375393,0,normal,"46.8193,31.2129|5,20",0.375393,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.013b-Carbon,0,1 EA,kg,normal,6692.79,0.4116561029657502,,normal,14075.11,0.37871034512818047,,normal,14075.11,0.3753929100678146,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.013b-Energy,0,1 EA,MJ,normal,79506.99,0.4116561029657502,,normal,294643.45,0.37871034512818047,,normal,294643.45,0.3753929100678146,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.013c-Cost,0,1 EA,USD_2011,normal,"43765.9,29177.2|5,20",0.327049,,normal,"84795.7,56530.5|5,20",0.269326,,normal,"91395.7,60930.5|5,20",0.265331,,normal,"91395.7,60930.5|5,20",0.265331,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.013c-Time,0,1 EA,worker_day,normal,"28.9627,19.3085|5,20",0.411656,0,normal,"56.1149,37.4099|5,20",0.367473,0,normal,"60.4825,40.3217|5,20",0.364555,0,normal,"60.4825,40.3217|5,20",0.364555,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.013c-Carbon,0,1 EA,kg,normal,6692.79,0.4116561029657502,,normal,19635.52,0.3674730879522504,,normal,19635.52,0.36455525215058854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.013c-Energy,0,1 EA,MJ,normal,79506.99,0.4116561029657502,,normal,456685.58,0.3674730879522504,,normal,456685.58,0.36455525215058854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.021a-Cost,0,1 EA,USD_2011,normal,"43294.2,28862.8|5,20",0.327833,,normal,"48567.4,32378.3|5,20",0.313177,,normal,"50607.4,33738.3|5,20",0.308201,,normal,"50607.4,33738.3|5,20",0.308201,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.021a-Time,0,1 EA,worker_day,normal,"28.6506,19.1004|5,20",0.412279,0,normal,"32.1402,21.4268|5,20",0.400724,0,normal,"33.4902,22.3268|5,20",0.396847,0,normal,"33.4902,22.3268|5,20",0.396847,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.021a-Carbon,0,1 EA,kg,normal,6857.34,0.4122794547413188,,normal,8668.52,0.4007238460463823,,normal,8668.52,0.3968472933875781,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.021a-Energy,0,1 EA,MJ,normal,84302.56,0.4122794547413188,,normal,137084.15,0.4007238460463823,,normal,137084.15,0.3968472933875781,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.021b-Cost,0,1 EA,USD_2011,normal,"43294.2,28862.8|5,20",0.327833,,normal,"59792,39861.3|5,20",0.294038,,normal,"63992,42661.3|5,20",0.288337,,normal,"63992,42661.3|5,20",0.288337,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.021b-Time,0,1 EA,worker_day,normal,"28.6506,19.1004|5,20",0.412279,0,normal,"39.5682,26.3788|5,20",0.385951,0,normal,"42.3476,28.2318|5,20",0.381626,0,normal,"42.3476,28.2318|5,20",0.381626,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.021b-Carbon,0,1 EA,kg,normal,6857.34,0.4122794547413188,,normal,12015.93,0.38595132749804817,,normal,12015.93,0.3816259127421255,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.021b-Energy,0,1 EA,MJ,normal,84302.56,0.4122794547413188,,normal,234634.53,0.38595132749804817,,normal,234634.53,0.3816259127421255,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.021c-Cost,0,1 EA,USD_2011,normal,"43294.2,28862.8|5,20",0.327833,,normal,"73177.6,48785.1|5,20",0.278573,,normal,"79177.6,52785.1|5,20",0.273522,,normal,"79177.6,52785.1|5,20",0.273522,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.021c-Time,0,1 EA,worker_day,normal,"28.6506,19.1004|5,20",0.412279,0,normal,"48.4264,32.2842|5,20",0.374303,0,normal,"52.3969,34.9313|5,20",0.370559,0,normal,"52.3969,34.9313|5,20",0.370559,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.021c-Carbon,0,1 EA,kg,normal,6857.34,0.4122794547413188,,normal,15912.2,0.3743029002997293,,normal,15912.2,0.37055925808287654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.021c-Energy,0,1 EA,MJ,normal,84302.56,0.4122794547413188,,normal,348180.25,0.3743029002997293,,normal,348180.25,0.37055925808287654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.022a-Cost,0,1 EA,USD_2011,normal,"42384.9,28256.6|5,20",0.330314,,normal,"46898,31265.3|5,20",0.317524,,normal,"47918,31945.3|5,20",0.316182,,normal,"47918,31945.3|5,20",0.316182,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.022a-Time,0,1 EA,worker_day,normal,"28.0488,18.6992|5,20",0.414255,0,normal,"31.0355,20.6903|5,20",0.404131,0,normal,"31.7105,21.1403|5,20",0.403077,0,normal,"31.7105,21.1403|5,20",0.403077,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.022a-Carbon,0,1 EA,kg,normal,6857.34,0.4142553375871071,,normal,8086.65,0.40413088385097856,,normal,7848.95,0.4030769003027629,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.022a-Energy,0,1 EA,MJ,normal,84302.56,0.4142553375871071,,normal,120127.0,0.40413088385097856,,normal,113200.06,0.4030769003027629,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.022b-Cost,0,1 EA,USD_2011,normal,"42384.9,28256.6|5,20",0.330314,,normal,"53536.6,35691.1|5,20",0.303621,,normal,"57736.6,38491.1|5,20",0.296366,,normal,"57736.6,38491.1|5,20",0.296366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.022b-Time,0,1 EA,worker_day,normal,"28.0488,18.6992|5,20",0.414255,0,normal,"35.4287,23.6191|5,20",0.393301,0,normal,"38.208,25.472|5,20",0.387728,0,normal,"38.208,25.472|5,20",0.387728,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.022b-Carbon,0,1 EA,kg,normal,6857.34,0.4142553375871071,,normal,10109.68,0.3933007988384126,,normal,10109.68,0.3877276717961166,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.022b-Energy,0,1 EA,MJ,normal,84302.56,0.4142553375871071,,normal,179082.59,0.3933007988384126,,normal,179082.59,0.3877276717961166,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.022c-Cost,0,1 EA,USD_2011,normal,"42384.9,28256.6|5,20",0.330314,,normal,"62179.9,41453.2|5,20",0.28904,,normal,"68779.9,45853.2|5,20",0.281345,,normal,"68779.9,45853.2|5,20",0.281345,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.022c-Time,0,1 EA,worker_day,normal,"28.0488,18.6992|5,20",0.414255,0,normal,"41.1485,27.4323|5,20",0.382157,0,normal,"45.5161,30.3441|5,20",0.376371,0,normal,"45.5161,30.3441|5,20",0.376371,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.022c-Carbon,0,1 EA,kg,normal,6857.34,0.4142553375871071,,normal,12743.62,0.3821569333527824,,normal,12743.62,0.3763705469342734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.022c-Energy,0,1 EA,MJ,normal,84302.56,0.4142553375871071,,normal,255840.93,0.3821569333527824,,normal,255840.93,0.3763705469342734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.023a-Cost,0,1 EA,USD_2011,normal,"44305.9,29537.2|5,20",0.324498,,normal,"52491.9,34994.6|5,20",0.305828,,normal,"54291.9,36194.6|5,20",0.302399,,normal,"54291.9,36194.6|5,20",0.302399,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.023a-Time,0,1 EA,worker_day,normal,"29.3201,19.5467|5,20",0.409633,0,normal,"34.7374,23.1582|5,20",0.395007,0,normal,"35.9285,23.9523|5,20",0.392358,0,normal,"35.9285,23.9523|5,20",0.392358,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.023a-Carbon,0,1 EA,kg,normal,6857.34,0.4096326808151555,,normal,9791.34,0.39500700123191745,,normal,9791.34,0.3923582133563086,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.023a-Energy,0,1 EA,MJ,normal,84302.56,0.4096326808151555,,normal,169805.32,0.39500700123191745,,normal,169805.32,0.3923582133563086,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.023b-Cost,0,1 EA,USD_2011,normal,"44305.9,29537.2|5,20",0.324498,,normal,"68349.2,45566.1|5,20",0.282495,,normal,"72549.2,48366.1|5,20",0.278312,,normal,"72549.2,48366.1|5,20",0.278312,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.023b-Time,0,1 EA,worker_day,normal,"29.3201,19.5467|5,20",0.409633,0,normal,"45.2311,30.1541|5,20",0.377231,0,normal,"48.0104,32.007|5,20",0.374109,0,normal,"48.0104,32.007|5,20",0.374109,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.023b-Carbon,0,1 EA,kg,normal,6857.34,0.4096326808151555,,normal,14623.64,0.37723100146948785,,normal,14623.64,0.37410889207587994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.023b-Energy,0,1 EA,MJ,normal,84302.56,0.4096326808151555,,normal,310628.7,0.37723100146948785,,normal,310628.7,0.37410889207587994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.023c-Cost,0,1 EA,USD_2011,normal,"40613.7,33229.4|3,10",0.324498,,normal,"79379.4,64946.8|3,10",0.268169,,normal,"85429.4,69896.8|3,10",0.26435,,normal,"85429.4,69896.8|3,10",0.26435,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.023c-Time,0,1 EA,worker_day,normal,"26.8767,21.9901|3,10",0.409633,0,normal,"52.5305,42.9795|3,10",0.366626,0,normal,"56.5342,46.2552|3,10",0.363842,0,normal,"56.5342,46.2552|3,10",0.363842,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.023c-Carbon,0,1 EA,kg,normal,6857.34,0.4096326808151555,,normal,20184.05,0.36662599044766603,,normal,20184.05,0.3638419975990943,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.023c-Energy,0,1 EA,MJ,normal,84302.56,0.4096326808151555,,normal,472670.83,0.36662599044766603,,normal,472670.83,0.3638419975990943,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.031a-Cost,0,1 EA,USD_2011,normal,"39686.3,32470.6|3,10",0.327833,,normal,"44520.1,36425.6|3,10",0.313177,,normal,"46390.1,37955.6|3,10",0.308201,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.031a-Time,0,1 EA,worker_day,normal,"26.263,21.488|3,10",0.412279,0,normal,"29.4618,24.1052|3,10",0.400724,0,normal,"30.6993,25.1177|3,10",0.396847,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.031a-Carbon,0,1 EA,kg,normal,6857.34,0.4122794547413188,,normal,8668.52,0.4007238460463823,,normal,8668.52,0.3968472933875781,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.031a-Energy,0,1 EA,MJ,normal,84302.56,0.4122794547413188,,normal,137084.15,0.4007238460463823,,normal,137084.15,0.3968472933875781,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.031b-Cost,0,1 EA,USD_2011,normal,"39686.3,32470.6|3,10",0.327833,,normal,"54809.3,44844|3,10",0.294038,,normal,"58659.3,47994|3,10",0.288337,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.031b-Time,0,1 EA,worker_day,normal,"26.263,21.488|3,10",0.412279,0,normal,"36.2709,29.6761|3,10",0.385951,0,normal,"38.8187,31.7607|3,10",0.381626,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.031b-Carbon,0,1 EA,kg,normal,6857.34,0.4122794547413188,,normal,12015.93,0.38595132749804817,,normal,12015.93,0.3816259127421255,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.031b-Energy,0,1 EA,MJ,normal,84302.56,0.4122794547413188,,normal,234634.53,0.38595132749804817,,normal,234634.53,0.3816259127421255,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.031c-Cost,0,1 EA,USD_2011,normal,"39686.3,32470.6|3,10",0.327833,,normal,"67079.5,54883.2|3,10",0.278573,,normal,"72579.5,59383.2|3,10",0.273522,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.031c-Time,0,1 EA,worker_day,normal,"26.263,21.488|3,10",0.412279,0,normal,"44.3908,36.3198|3,10",0.374303,0,normal,"48.0305,39.2977|3,10",0.370559,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.031c-Carbon,0,1 EA,kg,normal,6857.34,0.4122794547413188,,normal,15912.2,0.3743029002997293,,normal,15912.2,0.37055925808287654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.031c-Energy,0,1 EA,MJ,normal,84302.56,0.4122794547413188,,normal,348180.25,0.3743029002997293,,normal,348180.25,0.37055925808287654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.032a-Cost,0,1 EA,USD_2011,normal,"38852.9,31788.7|3,10",0.330314,,normal,"42989.8,35173.5|3,10",0.317524,,normal,"43924.8,35938.5|3,10",0.316182,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.032a-Time,0,1 EA,worker_day,normal,"25.7114,21.0366|3,10",0.414255,0,normal,"28.4492,23.2766|3,10",0.404131,0,normal,"29.0679,23.7829|3,10",0.403077,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.032a-Carbon,0,1 EA,kg,normal,6857.34,0.4142553375871071,,normal,8086.65,0.40413088385097856,,normal,7848.95,0.4030769003027629,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.032a-Energy,0,1 EA,MJ,normal,84302.56,0.4142553375871071,,normal,120127.0,0.40413088385097856,,normal,113200.06,0.4030769003027629,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.032b-Cost,0,1 EA,USD_2011,normal,"38852.9,31788.7|3,10",0.330314,,normal,"49075.2,40152.4|3,10",0.303621,,normal,"52925.2,43302.4|3,10",0.296366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.032b-Time,0,1 EA,worker_day,normal,"25.7114,21.0366|3,10",0.414255,0,normal,"32.4763,26.5715|3,10",0.393301,0,normal,"35.024,28.656|3,10",0.387728,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.032b-Carbon,0,1 EA,kg,normal,6857.34,0.4142553375871071,,normal,10109.68,0.3933007988384126,,normal,10109.68,0.3877276717961166,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.032b-Energy,0,1 EA,MJ,normal,84302.56,0.4142553375871071,,normal,179082.59,0.3933007988384126,,normal,179082.59,0.3877276717961166,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.032c-Cost,0,1 EA,USD_2011,normal,"38852.9,31788.7|3,10",0.330314,,normal,"56998.2,46634.9|3,10",0.28904,,normal,"63048.2,51584.9|3,10",0.281345,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.032c-Time,0,1 EA,worker_day,normal,"25.7114,21.0366|3,10",0.414255,0,normal,"37.7194,30.8614|3,10",0.382157,0,normal,"41.7231,34.1371|3,10",0.376371,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.032c-Carbon,0,1 EA,kg,normal,6857.34,0.4142553375871071,,normal,12743.62,0.3821569333527824,,normal,12743.62,0.3763705469342734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.032c-Energy,0,1 EA,MJ,normal,84302.56,0.4142553375871071,,normal,255840.93,0.3821569333527824,,normal,255840.93,0.3763705469342734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.033a-Cost,0,1 EA,USD_2011,normal,"40613.7,33229.4|3,10",0.324498,,normal,"48117.6,39369|3,10",0.305828,,normal,"49767.6,40719|3,10",0.302399,,normal,"49767.6,40719|3,10",0.302399,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.033a-Time,0,1 EA,worker_day,normal,"26.8767,21.9901|3,10",0.409633,0,normal,"31.8426,26.053|3,10",0.395007,0,normal,"32.9344,26.9464|3,10",0.392358,0,normal,"32.9344,26.9464|3,10",0.392358,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.033a-Carbon,0,1 EA,kg,normal,6857.34,0.4096326808151555,,normal,9791.34,0.39500700123191745,,normal,9791.34,0.3923582133563086,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.033a-Energy,0,1 EA,MJ,normal,84302.56,0.4096326808151555,,normal,169805.32,0.39500700123191745,,normal,169805.32,0.3923582133563086,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.033b-Cost,0,1 EA,USD_2011,normal,"40613.7,33229.4|3,10",0.324498,,normal,"62653.4,51261.9|3,10",0.282495,,normal,"66503.4,54411.9|3,10",0.278312,,normal,"66503.4,54411.9|3,10",0.278312,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.033b-Time,0,1 EA,worker_day,normal,"26.8767,21.9901|3,10",0.409633,0,normal,"41.4619,33.9233|3,10",0.377231,0,normal,"44.0096,36.0078|3,10",0.374109,0,normal,"44.0096,36.0078|3,10",0.374109,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.033b-Carbon,0,1 EA,kg,normal,6857.34,0.4096326808151555,,normal,14623.64,0.37723100146948785,,normal,14623.64,0.37410889207587994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.033b-Energy,0,1 EA,MJ,normal,84302.56,0.4096326808151555,,normal,310628.7,0.37723100146948785,,normal,310628.7,0.37410889207587994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.033c-Cost,0,1 EA,USD_2011,normal,"49844.1,27691.2|5,20",0.324498,,normal,"97420.2,54122.3|5,20",0.268169,,normal,"104845,58247.3|5,20",0.26435,,normal,"104845,58247.3|5,20",0.26435,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.033c-Time,0,1 EA,worker_day,normal,"32.9851,18.3251|5,20",0.409633,0,normal,"64.4693,35.8162|5,20",0.366626,0,normal,"69.3828,38.546|5,20",0.363842,0,normal,"69.3828,38.546|5,20",0.363842,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.033c-Carbon,0,1 EA,kg,normal,6857.34,0.4096326808151555,,normal,20184.05,0.36662599044766603,,normal,20184.05,0.3638419975990943,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.033c-Energy,0,1 EA,MJ,normal,84302.56,0.4096326808151555,,normal,472670.83,0.36662599044766603,,normal,472670.83,0.3638419975990943,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.041a-Cost,0,1 EA,USD_2011,normal,"48706,27058.9|5,20",0.327833,,normal,"55593.5,30885.3|5,20",0.312254,,normal,"57888.5,32160.3|5,20",0.30736,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.041a-Time,0,1 EA,worker_day,normal,"32.2319,17.9066|5,20",0.412279,0,normal,"36.7898,20.4388|5,20",0.400003,0,normal,"38.3086,21.2825|5,20",0.396194,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
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-B.10.33.041a-Energy,0,1 EA,MJ,normal,84302.56,0.4122794547413188,,normal,144624.38,0.4000031179167854,,normal,144624.38,0.39619434430517175,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.041b-Cost,0,1 EA,USD_2011,normal,"48706,27058.9|5,20",0.327833,,normal,"69494.7,38608.2|5,20",0.290342,,normal,"74219.7,41233.2|5,20",0.285115,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.041b-Time,0,1 EA,worker_day,normal,"32.2319,17.9066|5,20",0.412279,0,normal,"45.9891,25.5495|5,20",0.383143,0,normal,"49.116,27.2866|5,20",0.379197,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.041b-Carbon,0,1 EA,kg,normal,6857.34,0.4122794547413188,,normal,12619.65,0.38314303055952187,,normal,12619.65,0.37919712040859266,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.041b-Energy,0,1 EA,MJ,normal,84302.56,0.4122794547413188,,normal,252228.4,0.38314303055952187,,normal,252228.4,0.37919712040859266,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.041c-Cost,0,1 EA,USD_2011,normal,"43294.2,28862.8|5,15",0.327833,,normal,"76573.9,51049.2|5,15",0.275487,,normal,"82573.9,55049.2|5,15",0.270934,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.041c-Time,0,1 EA,worker_day,normal,"28.6506,19.1004|5,15",0.412279,0,normal,"50.6738,33.7826|5,15",0.372012,0,normal,"54.6445,36.4297|5,15",0.368653,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.041c-Carbon,0,1 EA,kg,normal,6857.34,0.4122794547413188,,normal,16947.16,0.37201247556458733,,normal,16947.16,0.36865334129105803,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.041c-Energy,0,1 EA,MJ,normal,84302.56,0.4122794547413188,,normal,378341.16,0.37201247556458733,,normal,378341.16,0.36865334129105803,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.042a-Cost,0,1 EA,USD_2011,normal,"42384.9,28256.6|5,15",0.330314,,normal,"47474.2,31649.5|5,15",0.316056,,normal,"48494.2,32329.5|5,15",0.31477,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.042a-Time,0,1 EA,worker_day,normal,"28.0488,18.6992|5,15",0.414255,0,normal,"31.4168,20.9446|5,15",0.402978,0,normal,"32.0918,21.3946|5,15",0.401971,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.042a-Carbon,0,1 EA,kg,normal,6857.34,0.4142553375871071,,normal,8262.26,0.40297818237490424,,normal,8024.57,0.40197070757579134,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.042a-Energy,0,1 EA,MJ,normal,84302.56,0.4142553375871071,,normal,125244.78,0.40297818237490424,,normal,118317.84,0.40197070757579134,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.042b-Cost,0,1 EA,USD_2011,normal,"42384.9,28256.6|5,15",0.330314,,normal,"54881.2,36587.5|5,15",0.301339,,normal,"59081.2,39387.5|5,15",0.294478,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.042b-Time,0,1 EA,worker_day,normal,"28.0488,18.6992|5,15",0.414255,0,normal,"36.3185,24.2123|5,15",0.391542,0,normal,"39.0979,26.0653|5,15",0.386287,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.042b-Carbon,0,1 EA,kg,normal,6857.34,0.4142553375871071,,normal,10519.45,0.3915424266177299,,normal,10519.45,0.3862867032608832,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.042b-Energy,0,1 EA,MJ,normal,84302.56,0.4142553375871071,,normal,191024.07,0.3915424266177299,,normal,191024.07,0.3862867032608832,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.042c-Cost,0,1 EA,USD_2011,normal,"44151,30022.7|3,7",0.330314,,normal,"67171.9,45676.9|3,7",0.286573,,normal,"74046.9,50351.9|3,7",0.279417,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.042c-Time,0,1 EA,worker_day,normal,"29.2175,19.8679|3,7",0.414255,0,normal,"44.452,30.2274|3,7",0.380295,0,normal,"49.0016,33.3211|3,7",0.374932,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.042c-Carbon,0,1 EA,kg,normal,6857.34,0.4142553375871071,,normal,13446.07,0.380294653726775,,normal,13446.07,0.3749321577619572,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.042c-Energy,0,1 EA,MJ,normal,84302.56,0.4142553375871071,,normal,276312.03,0.380294653726775,,normal,276312.03,0.3749321577619572,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.043a-Cost,0,1 EA,USD_2011,normal,"46152,31383.3|3,7",0.324498,,normal,"55879.7,37998.2|3,7",0.304847,,normal,"57754.7,39273.2|3,7",0.301539,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.043a-Time,0,1 EA,worker_day,normal,"30.5417,20.7684|3,7",0.409633,0,normal,"36.9792,25.1459|3,7",0.394249,0,normal,"38.22,25.9896|3,7",0.391696,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.043a-Carbon,0,1 EA,kg,normal,6857.34,0.4096326808151555,,normal,10142.57,0.3942486164911138,,normal,10142.57,0.39169609782683973,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.043a-Energy,0,1 EA,MJ,normal,84302.56,0.4096326808151555,,normal,180040.88,0.3942486164911138,,normal,180040.88,0.39169609782683973,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.043b-Cost,0,1 EA,USD_2011,normal,"46152,31383.3|3,7",0.324498,,normal,"73998.4,50318.9|3,7",0.280378,,normal,"78373.4,53293.9|3,7",0.276489,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.043b-Time,0,1 EA,worker_day,normal,"30.5417,20.7684|3,7",0.409633,0,normal,"48.9695,33.2993|3,7",0.375648,0,normal,"51.8648,35.268|3,7",0.372755,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.043b-Carbon,0,1 EA,kg,normal,6857.34,0.4096326808151555,,normal,15443.17,0.3756484322372982,,normal,15443.17,0.3727548080561835,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.043b-Energy,0,1 EA,MJ,normal,84302.56,0.4096326808151555,,normal,334511.66,0.3756484322372982,,normal,334511.66,0.3727548080561835,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.043c-Cost,0,1 EA,USD_2011,normal,"46152,31383.3|3,7",0.324498,,normal,"95006.2,64604.2|3,7",0.264938,,normal,"101881,69279.2|3,7",0.261557,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.043c-Time,0,1 EA,worker_day,normal,"30.5417,20.7684|3,7",0.409633,0,normal,"62.8718,42.7528|3,7",0.36427,0,normal,"67.4214,45.8465|3,7",0.361818,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.043c-Carbon,0,1 EA,kg,normal,6857.34,0.4096326808151555,,normal,21588.97,0.3642696737083095,,normal,21588.97,0.3618179284417595,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.043c-Energy,0,1 EA,MJ,normal,84302.56,0.4096326808151555,,normal,513613.05,0.3642696737083095,,normal,513613.05,0.3618179284417595,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.051a-Cost,0,1 EA,USD_2011,normal,"44535.6,30284.2|3,7",0.330517,,normal,"50028.6,34019.4|3,7",0.315296,,normal,"52153.6,35464.4|3,7",0.310146,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.051a-Time,0,1 EA,worker_day,normal,"29.4721,20.041|3,7",0.414417,0,normal,"33.1071,22.5128|3,7",0.402382,0,normal,"34.5134,23.4691|3,7",0.39836,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.051a-Carbon,0,1 EA,kg,normal,6692.79,0.4144169443816669,,normal,8503.97,0.4023823434897065,,normal,8503.97,0.3983595713905621,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.051a-Energy,0,1 EA,MJ,normal,79506.99,0.4144169443816669,,normal,132288.58,0.4023823434897065,,normal,132288.58,0.3983595713905621,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.051b-Cost,0,1 EA,USD_2011,normal,"44535.6,30284.2|3,7",0.330517,,normal,"61158.3,41587.6|3,7",0.295176,,normal,"65533.3,44562.6|3,7",0.28927,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.051b-Time,0,1 EA,worker_day,normal,"29.4721,20.041|3,7",0.414417,0,normal,"40.4724,27.5212|3,7",0.386819,0,normal,"43.3676,29.49|3,7",0.382331,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.051b-Carbon,0,1 EA,kg,normal,6692.79,0.4144169443816669,,normal,11686.81,0.38681898628038214,,normal,11686.81,0.38233084442817716,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.051b-Energy,0,1 EA,MJ,normal,79506.99,0.4144169443816669,,normal,225043.38,0.38681898628038214,,normal,225043.38,0.38233084442817716,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.051c-Cost,0,1 EA,USD_2011,normal,"44535.6,30284.2|3,7",0.330517,,normal,"75101.7,51069.2|3,7",0.279208,,normal,"81351.7,55319.2|3,7",0.274016,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.051c-Time,0,1 EA,worker_day,normal,"29.4721,20.041|3,7",0.414417,0,normal,"49.6996,33.7957|3,7",0.374776,0,normal,"53.8356,36.6082|3,7",0.370924,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.051c-Carbon,0,1 EA,kg,normal,6692.79,0.4144169443816669,,normal,15583.09,0.3747762828383626,,normal,15583.09,0.3709240332884356,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.051c-Energy,0,1 EA,MJ,normal,79506.99,0.4144169443816669,,normal,338589.1,0.3747762828383626,,normal,338589.1,0.3709240332884356,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.052a-Cost,0,1 EA,USD_2011,normal,"43588.5,29640.2|3,7",0.333112,,normal,"48289.6,32836.9|3,7",0.319799,,normal,"49539.6,33686.9|3,7",0.316673,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.052a-Time,0,1 EA,worker_day,normal,"28.8454,19.6149|3,7",0.41649,0,normal,"31.9564,21.7303|3,7",0.405921,0,normal,"32.7835,22.2928|3,7",0.403462,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.052a-Carbon,0,1 EA,kg,normal,6692.79,0.4164897206137629,,normal,7922.09,0.4059208225894638,,normal,7739.25,0.403462300463319,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.052a-Energy,0,1 EA,MJ,normal,79506.99,0.4164897206137629,,normal,115331.43,0.4059208225894638,,normal,110003.01,0.403462300463319,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.052b-Cost,0,1 EA,USD_2011,normal,"43588.5,29640.2|3,7",0.333112,,normal,"55017.3,37411.8|3,7",0.305552,,normal,"59392.3,40386.8|3,7",0.298029,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.052b-Time,0,1 EA,worker_day,normal,"28.8454,19.6149|3,7",0.41649,0,normal,"36.4085,24.7578|3,7",0.394794,0,normal,"39.3037,26.7266|3,7",0.389001,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.052b-Carbon,0,1 EA,kg,normal,6692.79,0.4164897206137629,,normal,9890.27,0.3947939936248809,,normal,9890.27,0.3890007045919057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.052b-Energy,0,1 EA,MJ,normal,79506.99,0.4164897206137629,,normal,172688.49,0.3947939936248809,,normal,172688.49,0.3890007045919057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.052c-Cost,0,1 EA,USD_2011,normal,"43588.5,29640.2|3,7",0.333112,,normal,"64020.7,43534.1|3,7",0.290456,,normal,"70895.7,48209.1|3,7",0.28252,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.052c-Time,0,1 EA,worker_day,normal,"28.8454,19.6149|3,7",0.41649,0,normal,"42.3666,28.8093|3,7",0.383229,0,normal,"46.9163,31.903|3,7",0.37725,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.052c-Carbon,0,1 EA,kg,normal,6692.79,0.4164897206137629,,normal,12524.21,0.3832292745890602,,normal,12524.21,0.3772502677776589,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.052c-Energy,0,1 EA,MJ,normal,79506.99,0.4164897206137629,,normal,249446.83,0.3832292745890602,,normal,249446.83,0.3772502677776589,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.053a-Cost,0,1 EA,USD_2011,normal,"45589.5,31000.8|3,7",0.327049,,normal,"53741.6,36544.3|3,7",0.307273,,normal,"55616.6,37819.3|3,7",0.30371,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.053a-Time,0,1 EA,worker_day,normal,"30.1695,20.5153|3,7",0.411656,0,normal,"35.5643,24.1837|3,7",0.396127,0,normal,"36.8051,25.0275|3,7",0.39337,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.053a-Carbon,0,1 EA,kg,normal,6692.79,0.4116561029657502,,normal,9517.07,0.39612695404353365,,normal,9517.07,0.3933700206395224,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.053a-Energy,0,1 EA,MJ,normal,79506.99,0.4116561029657502,,normal,161812.7,0.39612695404353365,,normal,161812.7,0.3933700206395224,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.053b-Cost,0,1 EA,USD_2011,normal,"45589.5,31000.8|3,7",0.327049,,normal,"69322.1,47139|3,7",0.284467,,normal,"73697.1,50114|3,7",0.280035,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.053b-Time,0,1 EA,worker_day,normal,"30.1695,20.5153|3,7",0.411656,0,normal,"45.8749,31.1949|3,7",0.37871,0,normal,"48.7701,33.1637|3,7",0.375393,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.053b-Carbon,0,1 EA,kg,normal,6692.79,0.4116561029657502,,normal,14075.11,0.37871034512818047,,normal,14075.11,0.3753929100678146,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.053b-Energy,0,1 EA,MJ,normal,79506.99,0.4116561029657502,,normal,294643.45,0.37871034512818047,,normal,294643.45,0.3753929100678146,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.053c-Cost,0,1 EA,USD_2011,normal,"45589.5,31000.8|3,7",0.327049,,normal,"88328.9,60063.7|3,7",0.269326,,normal,"95203.9,64738.7|3,7",0.265331,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.053c-Time,0,1 EA,worker_day,normal,"30.1695,20.5153|3,7",0.411656,0,normal,"58.453,39.748|3,7",0.367473,0,normal,"63.0026,42.8418|3,7",0.364555,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.053c-Carbon,0,1 EA,kg,normal,6692.79,0.4116561029657502,,normal,19635.52,0.3674730879522504,,normal,19635.52,0.36455525215058854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.053c-Energy,0,1 EA,MJ,normal,79506.99,0.4116561029657502,,normal,456685.58,0.3674730879522504,,normal,456685.58,0.36455525215058854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.061a-Cost,0,1 EA,USD_2011,normal,"45098.1,30666.7|3,7",0.327833,,normal,"50591.1,34401.9|3,7",0.313177,,normal,"52716.1,35846.9|3,7",0.308201,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.061a-Time,0,1 EA,worker_day,normal,"29.8444,20.2942|3,7",0.412279,0,normal,"33.4794,22.766|3,7",0.400724,0,normal,"34.8856,23.7222|3,7",0.396847,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
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-B.10.33.061a-Energy,0,1 EA,MJ,normal,84302.56,0.4122794547413188,,normal,137084.15,0.4007238460463823,,normal,137084.15,0.3968472933875781,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.061b-Cost,0,1 EA,USD_2011,normal,"45098.1,30666.7|3,7",0.327833,,normal,"62283.3,42352.6|3,7",0.294038,,normal,"66658.3,45327.6|3,7",0.288337,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
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-B.10.33.061b-Carbon,0,1 EA,kg,normal,6857.34,0.4122794547413188,,normal,12015.93,0.38595132749804817,,normal,12015.93,0.3816259127421255,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.061b-Energy,0,1 EA,MJ,normal,84302.56,0.4122794547413188,,normal,234634.53,0.38595132749804817,,normal,234634.53,0.3816259127421255,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.061c-Cost,0,1 EA,USD_2011,normal,"45098.1,30666.7|3,7",0.327833,,normal,"76226.7,51834.2|3,7",0.278573,,normal,"82476.7,56084.2|3,7",0.273522,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.061c-Time,0,1 EA,worker_day,normal,"29.8444,20.2942|3,7",0.412279,0,normal,"50.4441,34.302|3,7",0.374303,0,normal,"54.5801,37.1145|3,7",0.370559,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.061c-Carbon,0,1 EA,kg,normal,6857.34,0.4122794547413188,,normal,15912.2,0.3743029002997293,,normal,15912.2,0.37055925808287654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.061c-Energy,0,1 EA,MJ,normal,84302.56,0.4122794547413188,,normal,348180.25,0.3743029002997293,,normal,348180.25,0.37055925808287654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.062a-Cost,0,1 EA,USD_2011,normal,"44151,30022.7|3,7",0.330314,,normal,"48852.1,33219.4|3,7",0.317524,,normal,"49914.6,33941.9|3,7",0.316182,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.062a-Time,0,1 EA,worker_day,normal,"29.2175,19.8679|3,7",0.414255,0,normal,"32.3286,21.9835|3,7",0.404131,0,normal,"33.0317,22.4616|3,7",0.403077,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.062a-Carbon,0,1 EA,kg,normal,6857.34,0.4142553375871071,,normal,8086.65,0.40413088385097856,,normal,7848.95,0.4030769003027629,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.062a-Energy,0,1 EA,MJ,normal,84302.56,0.4142553375871071,,normal,120127.0,0.40413088385097856,,normal,113200.06,0.4030769003027629,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.062b-Cost,0,1 EA,USD_2011,normal,"44151,30022.7|3,7",0.330314,,normal,"55767.3,37921.8|3,7",0.303621,,normal,"60142.3,40896.8|3,7",0.296366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.062b-Time,0,1 EA,worker_day,normal,"29.2175,19.8679|3,7",0.414255,0,normal,"36.9049,25.0953|3,7",0.393301,0,normal,"39.8,27.064|3,7",0.387728,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.062b-Carbon,0,1 EA,kg,normal,6857.34,0.4142553375871071,,normal,10109.68,0.3933007988384126,,normal,10109.68,0.3877276717961166,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.062b-Energy,0,1 EA,MJ,normal,84302.56,0.4142553375871071,,normal,179082.59,0.3933007988384126,,normal,179082.59,0.3877276717961166,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.062c-Cost,0,1 EA,USD_2011,normal,"44151,30022.7|3,7",0.330314,,normal,"64770.7,44044.1|3,7",0.28904,,normal,"71645.7,48719.1|3,7",0.281345,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.062c-Time,0,1 EA,worker_day,normal,"29.2175,19.8679|3,7",0.414255,0,normal,"42.863,29.1468|3,7",0.382157,0,normal,"47.4126,32.2406|3,7",0.376371,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.062c-Carbon,0,1 EA,kg,normal,6857.34,0.4142553375871071,,normal,12743.62,0.3821569333527824,,normal,12743.62,0.3763705469342734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.062c-Energy,0,1 EA,MJ,normal,84302.56,0.4142553375871071,,normal,255840.93,0.3821569333527824,,normal,255840.93,0.3763705469342734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.063a-Cost,0,1 EA,USD_2011,normal,"46152,31383.3|3,7",0.324498,,normal,"54679.1,37181.8|3,7",0.305828,,normal,"56554.1,38456.8|3,7",0.302399,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.063a-Time,0,1 EA,worker_day,normal,"30.5417,20.7684|3,7",0.409633,0,normal,"36.1847,24.6056|3,7",0.395007,0,normal,"37.4255,25.4493|3,7",0.392358,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.063a-Carbon,0,1 EA,kg,normal,6857.34,0.4096326808151555,,normal,9791.34,0.39500700123191745,,normal,9791.34,0.3923582133563086,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.063a-Energy,0,1 EA,MJ,normal,84302.56,0.4096326808151555,,normal,169805.32,0.39500700123191745,,normal,169805.32,0.3923582133563086,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.063b-Cost,0,1 EA,USD_2011,normal,"46152,31383.3|3,7",0.324498,,normal,"71197.1,48414|3,7",0.282495,,normal,"75572.1,51389|3,7",0.278312,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.063b-Time,0,1 EA,worker_day,normal,"30.5417,20.7684|3,7",0.409633,0,normal,"47.1157,32.0387|3,7",0.377231,0,normal,"50.0109,34.0074|3,7",0.374109,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.063b-Carbon,0,1 EA,kg,normal,6857.34,0.4096326808151555,,normal,14623.64,0.37723100146948785,,normal,14623.64,0.37410889207587994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.063b-Energy,0,1 EA,MJ,normal,84302.56,0.4096326808151555,,normal,310628.7,0.37723100146948785,,normal,310628.7,0.37410889207587994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.063c-Cost,0,1 EA,USD_2011,normal,"46152,31383.3|3,7",0.324498,,normal,"90203.9,61338.7|3,7",0.268169,,normal,"97078.9,66013.7|3,7",0.26435,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.063c-Time,0,1 EA,worker_day,normal,"30.5417,20.7684|3,7",0.409633,0,normal,"59.6938,40.5917|3,7",0.366626,0,normal,"64.2434,43.6855|3,7",0.363842,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.063c-Carbon,0,1 EA,kg,normal,6857.34,0.4096326808151555,,normal,20184.05,0.36662599044766603,,normal,20184.05,0.3638419975990943,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.063c-Energy,0,1 EA,MJ,normal,84302.56,0.4096326808151555,,normal,472670.83,0.36662599044766603,,normal,472670.83,0.3638419975990943,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.071a-Cost,0,1 EA,USD_2011,normal,"50591.1,34401.9|3,7",0.313178,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.071a-Time,0,1 EA,worker_day,normal,"33.4794,22.766|3,7",0.400725,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.071a-Carbon,0,1 EA,kg,normal,8668.52,0.4007248635321566,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.071a-Energy,0,1 EA,MJ,normal,137084.15,0.4007248635321566,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.071b-Cost,0,1 EA,USD_2011,normal,"62283.3,42352.6|3,7",0.29403,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.071b-Time,0,1 EA,worker_day,normal,"41.2169,28.0275|3,7",0.385945,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.071b-Carbon,0,1 EA,kg,normal,12015.93,0.3859451274648785,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.071b-Energy,0,1 EA,MJ,normal,234634.53,0.3859451274648785,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.071c-Cost,0,1 EA,USD_2011,normal,"76226.7,51834.2|3,7",0.278584,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.071c-Time,0,1 EA,worker_day,normal,"50.4441,34.302|3,7",0.374311,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.071c-Carbon,0,1 EA,kg,normal,15912.2,0.37431120068547785,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.071c-Energy,0,1 EA,MJ,normal,348180.25,0.37431120068547785,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.072a-Cost,0,1 EA,USD_2011,normal,"48852.1,33219.4|3,7",0.317523,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.072a-Time,0,1 EA,worker_day,normal,"32.3286,21.9835|3,7",0.40413,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.072a-Carbon,0,1 EA,kg,normal,8086.65,0.4041300337583475,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.072a-Energy,0,1 EA,MJ,normal,120127.0,0.4041300337583475,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.072b-Cost,0,1 EA,USD_2011,normal,"55767.3,37921.8|3,7",0.303623,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.072b-Time,0,1 EA,worker_day,normal,"36.9049,25.0953|3,7",0.393303,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.072b-Carbon,0,1 EA,kg,normal,10109.68,0.393302721904939,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.072b-Energy,0,1 EA,MJ,normal,179082.59,0.393302721904939,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.072c-Cost,0,1 EA,USD_2011,normal,"64770.7,44044.1|3,7",0.28903,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.072c-Time,0,1 EA,worker_day,normal,"42.863,29.1468|3,7",0.382149,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.072c-Carbon,0,1 EA,kg,normal,12743.62,0.382149340264603,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.072c-Energy,0,1 EA,MJ,normal,255840.93,0.382149340264603,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.073a-Cost,0,1 EA,USD_2011,normal,"54679.1,37181.8|3,7",0.30583,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.073a-Time,0,1 EA,worker_day,normal,"36.1847,24.6056|3,7",0.395009,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.073a-Carbon,0,1 EA,kg,normal,9791.34,0.3950088784251008,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.073a-Energy,0,1 EA,MJ,normal,169805.32,0.3950088784251008,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.073b-Cost,0,1 EA,USD_2011,normal,"71197.1,48414|3,7",0.282485,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.073b-Time,0,1 EA,worker_day,normal,"47.1157,32.0387|3,7",0.377224,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.073b-Carbon,0,1 EA,kg,normal,14623.64,0.37722393596864123,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.073b-Energy,0,1 EA,MJ,normal,310628.7,0.37722393596864123,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.073c-Cost,0,1 EA,USD_2011,normal,"90203.9,61338.7|3,7",0.268169,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.073c-Time,0,1 EA,worker_day,normal,"59.6938,40.5917|3,7",0.366626,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.073c-Carbon,0,1 EA,kg,normal,20184.05,0.36662581727298454,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.073c-Energy,0,1 EA,MJ,normal,472670.83,0.36662581727298454,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.101a-Cost,0,1 EA,USD_2011,normal,"57603.8,35448.5|5,20",0.305216,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.101a-Time,0,1 EA,worker_day,normal,"38.1202,23.4586|5,20",0.394534,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.101a-Carbon,0,1 EA,kg,normal,10071.93,0.39453365669297713,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.101a-Energy,0,1 EA,MJ,normal,177982.34,0.39453365669297713,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.101b-Cost,0,1 EA,USD_2011,normal,"75505.8,46465.1|5,20",0.281572,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.101b-Time,0,1 EA,worker_day,normal,"49.9671,30.749|5,20",0.376541,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.101b-Carbon,0,1 EA,kg,normal,15034.56,0.3765409221457439,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.101b-Energy,0,1 EA,MJ,normal,322603.85,0.3765409221457439,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.101c-Cost,0,1 EA,USD_2011,normal,"97802,60185.9|5,20",0.265261,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.101c-Time,0,1 EA,worker_day,normal,"64.7219,39.8289|5,20",0.364504,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.101c-Carbon,0,1 EA,kg,normal,21306.41,0.36450416948851655,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.101c-Energy,0,1 EA,MJ,normal,505378.9,0.36450416948851655,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.111a-Cost,0,1 EA,USD_2011,normal,"53992.7,33226.2|5,20",0.311826,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.111a-Time,0,1 EA,worker_day,normal,"35.7304,21.9879|5,20",0.39967,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.111a-Carbon,0,1 EA,kg,normal,8800.16,0.3996695541057494,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.111a-Energy,0,1 EA,MJ,normal,140920.31,0.3996695541057494,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.111b-Cost,0,1 EA,USD_2011,normal,"65931.5,40573.2|5,20",0.291269,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.111b-Time,0,1 EA,worker_day,normal,"43.6311,26.8499|5,20",0.383846,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.111b-Carbon,0,1 EA,kg,normal,12158.52,0.3838455533506161,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.111b-Energy,0,1 EA,MJ,normal,238789.99,0.3838455533506161,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.111c-Cost,0,1 EA,USD_2011,normal,"80367.6,49457|5,20",0.27756,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.111c-Time,0,1 EA,worker_day,normal,"53.1844,32.7289|5,20",0.37355,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.111c-Carbon,0,1 EA,kg,normal,16402.18,0.37354980137071403,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.33.111c-Energy,0,1 EA,MJ,normal,362459.2,0.37354980137071403,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.001-Cost,0,1 EA,USD_2011,normal,"21750,14790|3,7",0.352847,,normal,"36625,24905|3,7",0.305402,,normal,"36625,24905|3,7",0.305402,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.001-Time,0,1 EA,worker_day,normal,"12.7941,8.70001|3,7",0.432436,0,normal,"21.5441,14.65|3,7",0.394677,0,normal,"21.5441,14.65|3,7",0.394677,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.001-Carbon,0,1 EA,kg,normal,3049.47,0.4324358561562916,,normal,7991.65,0.39467744923813797,,normal,7991.65,0.39467744923813797,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.001-Energy,0,1 EA,MJ,normal,33086.21,0.4324358561562916,,normal,127850.77,0.39467744923813797,,normal,127850.77,0.39467744923813797,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.002-Cost,0,1 EA,USD_2011,normal,"23000,15640|3,7",0.332125,,normal,"40500,27540|3,7",0.284048,,normal,"40500,27540|3,7",0.284048,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.002-Time,0,1 EA,worker_day,normal,"13.5294,9.19997|3,7",0.415701,0,normal,"23.8235,16.2|3,7",0.378396,0,normal,"23.8235,16.2|3,7",0.378396,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.002-Carbon,0,1 EA,kg,normal,3049.47,0.4157009456135291,,normal,8846.65,0.3783959005891197,,normal,8846.65,0.3783959005891197,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.002-Energy,0,1 EA,MJ,normal,33086.21,0.4157009456135291,,normal,152886.41,0.3783959005891197,,normal,152886.41,0.3783959005891197,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.011-Cost,0,1 EA,USD_2011,normal,"37500,25500|3,7",0.327493,,normal,"65375,44455|3,7",0.276427,,normal,"65375,44455|3,7",0.276427,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.011-Time,0,1 EA,worker_day,normal,"22.0589,15|3,7",0.412009,0,normal,"38.4559,26.15|3,7",0.372709,0,normal,"38.4559,26.15|3,7",0.372709,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.011-Carbon,0,1 EA,kg,normal,5718.52,0.41200891089164043,,normal,15827.31,0.3727087284826412,,normal,15827.31,0.3727087284826412,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.011-Energy,0,1 EA,MJ,normal,60737.7,0.41200891089164043,,normal,252404.18,0.3727087284826412,,normal,252404.18,0.3727087284826412,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.012-Cost,0,1 EA,USD_2011,normal,"40000,27200|3,7",0.309583,,normal,"73125,49725|3,7",0.247929,,normal,"73125,49725|3,7",0.247929,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.012-Time,0,1 EA,worker_day,normal,"23.5294,16|3,7",0.397922,0,normal,"43.0147,29.25|3,7",0.352092,0,normal,"43.0147,29.25|3,7",0.352092,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.012-Carbon,0,1 EA,kg,normal,5718.52,0.3979219152696556,,normal,17537.31,0.35209220259544416,,normal,17537.31,0.35209220259544416,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.012-Energy,0,1 EA,MJ,normal,60737.7,0.3979219152696556,,normal,302475.45,0.35209220259544416,,normal,302475.45,0.35209220259544416,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.021-Cost,0,1 EA,USD_2011,normal,"20880,13920|3,7",0.352847,,normal,"35160,23440|3,7",0.305402,,normal,"35160,23440|3,7",0.305402,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.021-Time,0,1 EA,worker_day,normal,"12.2824,8.18824|3,7",0.432436,0,normal,"20.6824,13.7882|3,7",0.394677,0,normal,"20.6824,13.7882|3,7",0.394677,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.021-Carbon,0,1 EA,kg,normal,3049.47,0.4324358561562916,,normal,7991.65,0.39467744923813797,,normal,7991.65,0.39467744923813797,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.021-Energy,0,1 EA,MJ,normal,33086.21,0.4324358561562916,,normal,127850.77,0.39467744923813797,,normal,127850.77,0.39467744923813797,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.022-Cost,0,1 EA,USD_2011,normal,"22080,14720|3,7",0.332125,,normal,"38880,25920|3,7",0.284048,,normal,"38880,25920|3,7",0.284048,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.022-Time,0,1 EA,worker_day,normal,"12.9882,8.65879|3,7",0.415701,0,normal,"22.8706,15.247|3,7",0.378396,0,normal,"22.8706,15.247|3,7",0.378396,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.022-Carbon,0,1 EA,kg,normal,3049.47,0.4157009456135291,,normal,8846.65,0.3783959005891197,,normal,8846.65,0.3783959005891197,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.022-Energy,0,1 EA,MJ,normal,33086.21,0.4157009456135291,,normal,152886.41,0.3783959005891197,,normal,152886.41,0.3783959005891197,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.031-Cost,0,1 EA,USD_2011,normal,"42000,28000|3,7",0.34395,,normal,"62760,41840|3,7",0.276427,,normal,"62760,41840|3,7",0.276427,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.031-Time,0,1 EA,worker_day,normal,"24.7058,16.4706|3,7",0.425207,0,normal,"36.9176,24.6118|3,7",0.372709,0,normal,"36.9176,24.6118|3,7",0.372709,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.031-Carbon,0,1 EA,kg,normal,5718.52,0.42520738300741845,,normal,15827.31,0.3727087284826412,,normal,15827.31,0.3727087284826412,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.031-Energy,0,1 EA,MJ,normal,60737.7,0.42520738300741845,,normal,252404.18,0.3727087284826412,,normal,252404.18,0.3727087284826412,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.032-Cost,0,1 EA,USD_2011,normal,"42000,28000|3,7",0.34395,,normal,"70200,46800|3,7",0.247929,,normal,"70200,46800|3,7",0.247929,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.032-Time,0,1 EA,worker_day,normal,"24.7058,16.4706|3,7",0.425207,0,normal,"41.2942,27.5294|3,7",0.352092,0,normal,"41.2942,27.5294|3,7",0.352092,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.032-Carbon,0,1 EA,kg,normal,5718.52,0.42520738300741845,,normal,17537.31,0.35209220259544416,,normal,17537.31,0.35209220259544416,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.032-Energy,0,1 EA,MJ,normal,60737.7,0.42520738300741845,,normal,302475.45,0.35209220259544416,,normal,302475.45,0.35209220259544416,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.041-Cost,0,1 EA,USD_2011,normal,"14472,9648|5,30",0.351723,,normal,"16272,10848|5,30",0.351649,,lognormal,"17472,11648|5,30",0.319913,,lognormal,"21120,14080|5,30",0.368788,,lognormal,"17472,11648|5,30",0.336067,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.041-Time,0,1 EA,worker_day,normal,"8.51292,5.67528|5,30",0.431519,0,normal,"9.57179,6.38121|5,30",0.431459,0,lognormal,"11.7482,8.32236|5,30",0.40601,0,lognormal,"12.4235,8.28231|5,30",0.445539,0,lognormal,"10.2776,6.85176|5,30",0.418857,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.041-Carbon,0,1 EA,kg,normal,1416.43,0.431519485613103,,normal,2698.01,0.4314590920430909,,lognormal,5817.36,0.4060102852387293,,lognormal,5478.66,0.4455386545227029,,lognormal,1416.43,0.418856630485147,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.041-Energy,0,1 EA,MJ,normal,19988.22,0.431519485613103,,normal,36103.25,0.4314590920430909,,lognormal,81126.06,0.4060102852387293,,lognormal,75095.19,0.4455386545227029,,lognormal,19988.22,0.418856630485147,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.042-Cost,0,1 EA,USD_2011,normal,"15072,10048|5,30",0.358049,,normal,"17472,11648|5,30",0.362532,,normal,"17472,11648|5,30",0.371426,,lognormal,"21120,14080|5,30",0.368788,,lognormal,"17472,11648|5,30",0.336067,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.042-Time,0,1 EA,worker_day,normal,"8.86585,5.91055|5,30",0.436691,0,normal,"10.2776,6.85176|5,30",0.440375,0,normal,"11.7482,8.32236|5,30",0.447724,0,lognormal,"12.4235,8.28231|5,30",0.445539,0,lognormal,"10.2776,6.85176|5,30",0.418857,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.042-Carbon,0,1 EA,kg,normal,1464.61,0.43669069501146957,,normal,3173.39,0.440374515899984,,normal,4241.6,0.44772448229675493,,lognormal,5478.66,0.4455386545227029,,lognormal,1416.43,0.418856630485147,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.042-Energy,0,1 EA,MJ,normal,21466.75,0.43669069501146957,,normal,42953.46,0.440374515899984,,normal,60449.59,0.44772448229675493,,lognormal,75095.19,0.4455386545227029,,lognormal,19988.22,0.418856630485147,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.051-Cost,0,1 EA,USD_2011,normal,"21096,14064|5,30",0.358451,,normal,"22896,15264|5,30",0.357782,,normal,"22656,15104|5,30",0.304058,,normal,"28944,19296|5,30",0.317951,,normal,"22656,15104|5,30",0.326419,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.051-Time,0,1 EA,worker_day,normal,"12.4094,8.27296|5,30",0.437021,0,normal,"13.4682,8.97879|5,30",0.436472,0,normal,"16.68,12.2376|5,30",0.393638,0,normal,"17.0258,11.3506|5,30",0.404466,0,normal,"13.3271,8.88472|5,30",0.411156,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.051-Carbon,0,1 EA,kg,normal,2616.76,0.437020772731653,,normal,3898.35,0.4364718854224338,,normal,8132.34,0.39363835862132335,,normal,6698.2,0.4044660200712331,,normal,2616.76,0.41115576102036033,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.051-Energy,0,1 EA,MJ,normal,35380.39,0.437020772731653,,normal,51495.42,0.4364718854224338,,normal,112223.61,0.39363835862132335,,normal,91048.59,0.4044660200712331,,normal,35380.39,0.41115576102036033,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.052-Cost,0,1 EA,USD_2011,normal,"21096,14064|5,30",0.358451,,normal,"22896,15264|5,30",0.357782,,normal,"28704,19136|5,30",0.349046,,normal,"28944,19296|5,30",0.34141,,normal,"28704,19136|5,30",0.330592,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.052-Time,0,1 EA,worker_day,normal,"12.4094,8.27296|5,30",0.437021,0,normal,"13.4682,8.97879|5,30",0.436472,0,normal,"15.8023,10.1741|5,30",0.42934,0,normal,"17.0258,11.3506|5,30",0.423156,0,normal,"16.8847,11.2565|5,30",0.414477,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.052-Carbon,0,1 EA,kg,normal,2616.76,0.437020772731653,,normal,3898.35,0.4364718854224338,,normal,5393.76,0.42934038671402985,,normal,6698.2,0.4231559329743716,,normal,4659.59,0.4144772244774334,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.052-Energy,0,1 EA,MJ,normal,35380.39,0.437020772731653,,normal,51495.42,0.4364718854224338,,normal,74363.23,0.42934038671402985,,normal,91048.59,0.4231559329743716,,normal,55186.83,0.4144772244774334,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.061a-Cost,0,1 EA,USD_2011,normal,"99120,66080|2,5",0.308013,,normal,"106320,70880|2,5",0.279598,,normal,"135960,90640|2,5",0.217376,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.061a-Time,0,1 EA,worker_day,normal,"65.5942,43.7294|2,5",0.396702,0,normal,"70.3589,46.9059|2,5",0.375067,0,normal,"89.9735,59.9823|2,5",0.331289,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.061a-Carbon,0,1 EA,kg,normal,26496.05,0.3967017094447925,,normal,26754.1,0.37506701651769236,,normal,32548.81,0.3312886401708848,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.061a-Energy,0,1 EA,MJ,normal,313446.87,0.3967017094447925,,normal,316566.36,0.37506701651769236,,normal,490921.99,0.3312886401708848,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.061b-Cost,0,1 EA,USD_2011,normal,"99120,66080|2,5",0.308013,,normal,"109920,73280|2,5",0.269528,,normal,"150360,100240|2,5",0.194908,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.061b-Time,0,1 EA,worker_day,normal,"65.5942,43.7294|2,5",0.396702,0,normal,"72.7411,48.4941|2,5",0.367621,0,normal,"99.5029,66.3353|2,5",0.317,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.061b-Carbon,0,1 EA,kg,normal,26496.05,0.3967017094447925,,normal,26754.1,0.3676214254138249,,normal,37734.89,0.3170001406768472,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.061b-Energy,0,1 EA,MJ,normal,313446.87,0.3967017094447925,,normal,316566.36,0.3676214254138249,,normal,642055.27,0.3170001406768472,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.062a-Cost,0,1 EA,USD_2011,normal,"99120,66080|2,5",0.308013,,normal,"106320,70880|2,5",0.279598,,normal,"150720,100480|2,5",0.206629,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.062a-Time,0,1 EA,worker_day,normal,"65.5942,43.7294|2,5",0.396702,0,normal,"70.3589,46.9059|2,5",0.375067,0,normal,"99.7411,66.4941|2,5",0.324339,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.062a-Carbon,0,1 EA,kg,normal,26496.05,0.3967017094447925,,normal,26754.1,0.37506701651769236,,normal,34351.09,0.3243388990051596,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.062a-Energy,0,1 EA,MJ,normal,313446.87,0.3967017094447925,,normal,316566.36,0.37506701651769236,,normal,544161.94,0.3243388990051596,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.062b-Cost,0,1 EA,USD_2011,normal,"99120,66080|2,5",0.308013,,normal,"109920,73280|2,5",0.269528,,normal,"168720,112480|2,5",0.193996,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.062b-Time,0,1 EA,worker_day,normal,"65.5942,43.7294|2,5",0.396702,0,normal,"72.7411,48.4941|2,5",0.367621,0,normal,"111.653,74.4353|2,5",0.31644,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.062b-Carbon,0,1 EA,kg,normal,26496.05,0.3967017094447925,,normal,26754.1,0.3676214254138249,,normal,40833.69,0.3164399926953576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.35.062b-Energy,0,1 EA,MJ,normal,313446.87,0.3967017094447925,,normal,316566.36,0.3676214254138249,,normal,733078.53,0.3164399926953576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.001a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,normal,"47978.4,31985.6|5,20",0.302434,,normal,"38978.4,25985.6|5,20",0.318343,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.001a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"34.3927,22.9285|5,20",0.404775,0,normal,"42.3338,28.2226|5,20",0.392385,0,normal,"34.3927,22.9285|5,20",0.404775,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.001a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,normal,7789.54,0.4047746530910057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.001a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,normal,111157.79,0.4047746530910057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.001b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,normal,"47978.4,31985.6|5,20",0.302434,,normal,"38978.4,25985.6|5,20",0.318343,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.001b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"34.3927,22.9285|5,20",0.404775,0,normal,"42.3338,28.2226|5,20",0.392385,0,normal,"34.3927,22.9285|5,20",0.404775,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.001b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,normal,7789.54,0.4047746530910057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.001b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,normal,111157.79,0.4047746530910057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.002a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,normal,"41378.4,27585.6|5,20",0.305535,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.002a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,normal,"36.5104,24.3402|5,20",0.394781,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.002a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,normal,8269.16,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.002a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,normal,118002.06,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.002b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,normal,"41378.4,27585.6|5,20",0.305535,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.002b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,normal,"36.5104,24.3402|5,20",0.394781,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.002b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,normal,8269.16,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.002b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,normal,118002.06,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.003a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,normal,"41378.4,27585.6|5,20",0.305535,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.003a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,normal,"36.5104,24.3402|5,20",0.394781,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.003a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,normal,8269.16,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.003a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,normal,118002.06,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.003b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,normal,"41378.4,27585.6|5,20",0.305535,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.003b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,normal,"36.5104,24.3402|5,20",0.394781,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.003b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,normal,8269.16,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.003b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,normal,118002.06,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.011a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,normal,"47978.4,31985.6|5,20",0.302434,,normal,"38978.4,25985.6|5,20",0.318343,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.011a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"34.3927,22.9285|5,20",0.404775,0,normal,"42.3338,28.2226|5,20",0.392385,0,normal,"34.3927,22.9285|5,20",0.404775,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.011a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,normal,7789.54,0.4047746530910057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.011a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,normal,111157.79,0.4047746530910057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.011b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,normal,"47978.4,31985.6|5,20",0.302434,,normal,"38978.4,25985.6|5,20",0.318343,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.011b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"34.3927,22.9285|5,20",0.404775,0,normal,"42.3338,28.2226|5,20",0.392385,0,normal,"34.3927,22.9285|5,20",0.404775,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.011b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,normal,7789.54,0.4047746530910057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.011b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,normal,111157.79,0.4047746530910057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.012a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,normal,"41378.4,27585.6|5,20",0.305535,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.012a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,normal,"36.5104,24.3402|5,20",0.394781,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.012a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,normal,8269.16,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.012a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,normal,118002.06,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.012b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,normal,"41378.4,27585.6|5,20",0.305535,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.012b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,normal,"36.5104,24.3402|5,20",0.394781,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.012b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,normal,8269.16,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.012b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,normal,118002.06,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.013a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,normal,"41378.4,27585.6|5,20",0.305535,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.013a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,normal,"36.5104,24.3402|5,20",0.394781,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.013a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,normal,8269.16,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.013a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,normal,118002.06,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.013b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,normal,"41378.4,27585.6|5,20",0.305535,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.013b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,normal,"36.5104,24.3402|5,20",0.394781,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.013b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,normal,8269.16,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.013b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,normal,118002.06,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.021a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,normal,"47978.4,31985.6|5,20",0.302434,,normal,"38978.4,25985.6|5,20",0.318343,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.021a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"34.3927,22.9285|5,20",0.404775,0,normal,"42.3338,28.2226|5,20",0.392385,0,normal,"34.3927,22.9285|5,20",0.404775,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.021a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,normal,7789.54,0.4047746530910057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.021a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,normal,111157.79,0.4047746530910057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.021b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,normal,"47978.4,31985.6|5,20",0.302434,,normal,"38978.4,25985.6|5,20",0.318343,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.021b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"34.3927,22.9285|5,20",0.404775,0,normal,"42.3338,28.2226|5,20",0.392385,0,normal,"34.3927,22.9285|5,20",0.404775,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.021b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,normal,7789.54,0.4047746530910057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.021b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,normal,111157.79,0.4047746530910057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.022a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,normal,"41378.4,27585.6|5,20",0.305535,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.022a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,normal,"36.5104,24.3402|5,20",0.394781,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.022a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,normal,8269.16,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.022a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,normal,118002.06,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.022b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,normal,"41378.4,27585.6|5,20",0.305535,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.022b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,normal,"36.5104,24.3402|5,20",0.394781,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.022b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,normal,8269.16,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.022b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,normal,118002.06,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.023a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,normal,"41378.4,27585.6|5,20",0.305535,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.023a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,normal,"36.5104,24.3402|5,20",0.394781,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.023a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,normal,8269.16,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.023a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,normal,118002.06,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.023b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,normal,"41378.4,27585.6|5,20",0.305535,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.023b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,normal,"36.5104,24.3402|5,20",0.394781,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.023b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,normal,8269.16,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.023b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,normal,118002.06,0.3947805806031378,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.031a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,normal,"47978.4,31985.6|5,20",0.302434,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.031a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"34.3927,22.9285|5,20",0.404775,0,normal,"42.3338,28.2226|5,20",0.392385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.031a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.031a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.031b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,normal,"47978.4,31985.6|5,20",0.302434,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.031b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"34.3927,22.9285|5,20",0.404775,0,normal,"42.3338,28.2226|5,20",0.392385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.031b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.031b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.032a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.032a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.032a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.032a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.032b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.032b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.032b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.032b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.033a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.033a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.033a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.033a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.033b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.033b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.033b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.033b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.041a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,normal,"47978.4,31985.6|5,20",0.302434,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.041a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"34.3927,22.9285|5,20",0.404775,0,normal,"42.3338,28.2226|5,20",0.392385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.041a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.041a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.041b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,normal,"47978.4,31985.6|5,20",0.302434,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.041b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"34.3927,22.9285|5,20",0.404775,0,normal,"42.3338,28.2226|5,20",0.392385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.041b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.041b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.042a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.042a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.042a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.042a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.042b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.042b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.042b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.042b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.043a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.043a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.043a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.043a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.043b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.043b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.043b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.043b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.051a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,normal,"47978.4,31985.6|5,20",0.302434,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.051a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"34.3927,22.9285|5,20",0.404775,0,normal,"42.3338,28.2226|5,20",0.392385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.051a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.051a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.051b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,normal,"47978.4,31985.6|5,20",0.302434,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.051b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"34.3927,22.9285|5,20",0.404775,0,normal,"42.3338,28.2226|5,20",0.392385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.051b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.051b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.052a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.052a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.052a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.052a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.052b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.052b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.052b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.052b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.053a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.053a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.053a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.053a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.053b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.053b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"36.5104,24.3402|5,20",0.394781,0,normal,"43.3927,28.9285|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.053b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.053b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.061a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,normal,"47978.4,31985.6|5,20",0.302434,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.061a-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"34.3927,22.9285|5,20",0.404775,0,normal,"42.3338,28.2226|5,20",0.392385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.061a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.061a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.061b-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,normal,"47978.4,31985.6|5,20",0.302434,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.061b-Time,0,1 EA,worker_day,normal,"22.68,15.12|5,20",0.464027,0,normal,"34.3927,22.9285|5,20",0.404775,0,normal,"42.3338,28.2226|5,20",0.392385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.061b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
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-B.10.41.062a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"41378.4,27585.6|5,20",0.305535,,normal,"49178.4,32785.6|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
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-B.10.41.062a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
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-B.10.41.071a-Cost,0,1 EA,USD_2011,normal,"25704,17136|5,20",0.390923,,normal,"38978.4,25985.6|5,20",0.318343,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
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-B.10.41.071a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
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-B.10.41.092a-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"43102.5,29309.7|5,20",0.305535,,normal,"51227.5,34834.7|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
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-B.10.41.093a-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"43102.5,29309.7|5,20",0.305535,,normal,"51227.5,34834.7|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.093a-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"38.0316,25.8615|5,20",0.394781,0,normal,"45.2007,30.7365|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.093a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.093a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.093b-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"43102.5,29309.7|5,20",0.305535,,normal,"51227.5,34834.7|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.093b-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"38.0316,25.8615|5,20",0.394781,0,normal,"45.2007,30.7365|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.093b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.093b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.101a-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"40602.5,27609.7|5,20",0.318343,,normal,"49977.5,33984.7|5,20",0.302434,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.101a-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"35.8257,24.3615|5,20",0.404775,0,normal,"44.0978,29.9865|5,20",0.392385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.101a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.101a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.101b-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"40602.5,27609.7|5,20",0.318343,,normal,"49977.5,33984.7|5,20",0.302434,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.101b-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"35.8257,24.3615|5,20",0.404775,0,normal,"44.0978,29.9865|5,20",0.392385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.101b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.101b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.102a-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"43102.5,29309.7|5,20",0.305535,,normal,"51227.5,34834.7|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.102a-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"38.0316,25.8615|5,20",0.394781,0,normal,"45.2007,30.7365|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.102a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.102a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.102b-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"43102.5,29309.7|5,20",0.305535,,normal,"51227.5,34834.7|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.102b-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"38.0316,25.8615|5,20",0.394781,0,normal,"45.2007,30.7365|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.102b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.102b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.103a-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"43102.5,29309.7|5,20",0.305535,,normal,"51227.5,34834.7|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.103a-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"38.0316,25.8615|5,20",0.394781,0,normal,"45.2007,30.7365|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.103a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.103a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.103b-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"43102.5,29309.7|5,20",0.305535,,normal,"51227.5,34834.7|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.103b-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"38.0316,25.8615|5,20",0.394781,0,normal,"45.2007,30.7365|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.103b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.103b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.111a-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"40602.5,27609.7|5,20",0.318343,,normal,"49977.5,33984.7|5,20",0.302434,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.111a-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"35.8257,24.3615|5,20",0.404775,0,normal,"44.0978,29.9865|5,20",0.392385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.111a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.111a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.111b-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"40602.5,27609.7|5,20",0.318343,,normal,"49977.5,33984.7|5,20",0.302434,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.111b-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"35.8257,24.3615|5,20",0.404775,0,normal,"44.0978,29.9865|5,20",0.392385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.111b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,7789.54,0.4047746530910057,,normal,9379.2,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.111b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,111157.79,0.4047746530910057,,normal,161198.78,0.39238522230962,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.112a-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"43102.5,29309.7|5,20",0.305535,,normal,"51227.5,34834.7|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.112a-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"38.0316,25.8615|5,20",0.394781,0,normal,"45.2007,30.7365|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.112a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.112a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.112b-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"43102.5,29309.7|5,20",0.305535,,normal,"51227.5,34834.7|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.112b-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"38.0316,25.8615|5,20",0.394781,0,normal,"45.2007,30.7365|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.112b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.112b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.113a-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"43102.5,29309.7|5,20",0.305535,,normal,"51227.5,34834.7|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.113a-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"38.0316,25.8615|5,20",0.394781,0,normal,"45.2007,30.7365|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.113a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.113a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.113b-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"43102.5,29309.7|5,20",0.305535,,normal,"51227.5,34834.7|5,20",0.294804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.113b-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"38.0316,25.8615|5,20",0.394781,0,normal,"45.2007,30.7365|5,20",0.386535,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.113b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,8269.16,0.3947805806031378,,normal,9613.79,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.113b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,118002.06,0.3947805806031378,,normal,165230.57,0.38653520873629577,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.121a-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"50602.5,34409.7|5,20",0.286164,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.121a-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"44.6493,30.3615|5,20",0.379987,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.121a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,9708.03,0.3799866912873054,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.121a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,138534.87,0.3799866912873054,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.121b-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"50602.5,34409.7|5,20",0.286164,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.121b-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"44.6493,30.3615|5,20",0.379987,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.121b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,9708.03,0.3799866912873054,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.121b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,138534.87,0.3799866912873054,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.122a-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"51852.5,35259.7|5,20",0.279094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.122a-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"45.7522,31.1115|5,20",0.374691,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.122a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,9947.84,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.122a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,141957.0,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.122b-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"51852.5,35259.7|5,20",0.279094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.122b-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"45.7522,31.1115|5,20",0.374691,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.122b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,9947.84,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.122b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,141957.0,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.123a-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"51852.5,35259.7|5,20",0.279094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.123a-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"45.7522,31.1115|5,20",0.374691,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.123a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,9947.84,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.123a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,141957.0,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.123b-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"51852.5,35259.7|5,20",0.279094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.123b-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"45.7522,31.1115|5,20",0.374691,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.123b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,9947.84,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.123b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,141957.0,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.131a-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"50602.5,34409.7|5,20",0.286164,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.131a-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"44.6493,30.3615|5,20",0.379987,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.131a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,9708.03,0.3799866912873054,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.131a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,138534.87,0.3799866912873054,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.131b-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"50602.5,34409.7|5,20",0.286164,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.131b-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"44.6493,30.3615|5,20",0.379987,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.131b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,9708.03,0.3799866912873054,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.131b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,138534.87,0.3799866912873054,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.132a-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"51852.5,35259.7|5,20",0.279094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.132a-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"45.7522,31.1115|5,20",0.374691,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.132a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,9947.84,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.132a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,141957.0,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.132b-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"51852.5,35259.7|5,20",0.279094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.132b-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"45.7522,31.1115|5,20",0.374691,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.132b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,9947.84,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.132b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,141957.0,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.133a-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"51852.5,35259.7|5,20",0.279094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.133a-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"45.7522,31.1115|5,20",0.374691,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.133a-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,9947.84,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.133a-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,141957.0,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.133b-Cost,0,1 EA,USD_2011,normal,"26775,18207|5,20",0.390923,,normal,"51852.5,35259.7|5,20",0.279094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.133b-Time,0,1 EA,worker_day,normal,"23.625,16.065|5,20",0.464027,0,normal,"45.7522,31.1115|5,20",0.374691,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.133b-Carbon,0,1 EA,kg,normal,4893.36,0.4640270616913683,,normal,9947.84,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.41.133b-Energy,0,1 EA,MJ,normal,72535.39,0.4640270616913683,,normal,141957.0,0.37469128139357893,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.001a-Cost,0,1 EA,USD_2011,lognormal,"15487.2,10324.8|5,20",0.438432,,normal,"34128,22752|5,20",0.364601,,normal,"53268,35512|5,20",0.346348,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.001a-Time,0,1 EA,worker_day,lognormal,"13.2097,8.80649|5,20",0.5047,0,normal,"29.1091,19.4061|5,20",0.442079,0,normal,"45.4345,30.2897|5,20",0.42715,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.001a-Carbon,0,1 EA,kg,lognormal,1338.55,0.5047003880860321,,normal,5260.54,0.4420790911491511,,normal,9761.67,0.42715007565874324,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.001a-Energy,0,1 EA,MJ,lognormal,31773.75,0.5047003880860321,,normal,72425.13,0.4420790911491511,,normal,173751.93,0.42715007565874324,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.001b-Cost,0,1 EA,USD_2011,lognormal,"12693.6,8462.4|5,20",0.515773,,normal,"33408,22272|5,20",0.367304,,normal,"49884,33256|5,20",0.377442,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.001b-Time,0,1 EA,worker_day,lognormal,"10.8269,7.21792|5,20",0.573168,0,normal,"28.4951,18.9967|5,20",0.444311,0,normal,"42.5482,28.3654|5,20",0.452727,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.001b-Carbon,0,1 EA,kg,lognormal,810.12,0.5731681415626784,,normal,5254.77,0.44431135499428814,,normal,8457.52,0.45272739763566394,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.001b-Energy,0,1 EA,MJ,lognormal,19219.92,0.5731681415626784,,normal,72256.77,0.44431135499428814,,normal,154504.78,0.45272739763566394,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.002a-Cost,0,1 EA,USD_2011,lognormal,"15487.2,10324.8|5,20",0.438432,,normal,"34128,22752|5,20",0.364601,,normal,"53268,35512|5,20",0.346348,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.002a-Time,0,1 EA,worker_day,lognormal,"13.2097,8.80649|5,20",0.5047,0,normal,"29.1091,19.4061|5,20",0.442079,0,normal,"45.4345,30.2897|5,20",0.42715,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.002a-Carbon,0,1 EA,kg,lognormal,1338.55,0.5047003880860321,,normal,5260.54,0.4420790911491511,,normal,9761.67,0.42715007565874324,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.002a-Energy,0,1 EA,MJ,lognormal,31773.75,0.5047003880860321,,normal,72425.13,0.4420790911491511,,normal,173751.93,0.42715007565874324,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.002b-Cost,0,1 EA,USD_2011,lognormal,"12693.6,8462.4|5,20",0.515773,,normal,"33408,22272|5,20",0.367304,,normal,"49884,33256|5,20",0.377442,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.002b-Time,0,1 EA,worker_day,lognormal,"10.8269,7.21792|5,20",0.573168,0,normal,"28.4951,18.9967|5,20",0.444311,0,normal,"42.5482,28.3654|5,20",0.452727,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.002b-Carbon,0,1 EA,kg,lognormal,810.12,0.5731681415626784,,normal,5254.77,0.44431135499428814,,normal,8457.52,0.45272739763566394,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.002b-Energy,0,1 EA,MJ,lognormal,19219.92,0.5731681415626784,,normal,72256.77,0.44431135499428814,,normal,154504.78,0.45272739763566394,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.011a-Cost,0,1 EA,USD_2011,lognormal,"15487.2,10324.8|5,20",0.438432,,normal,"35328,23552|5,20",0.351663,,normal,"54468,36312|5,20",0.338326,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.011a-Time,0,1 EA,worker_day,lognormal,"13.2097,8.80649|5,20",0.5047,0,normal,"30.1327,20.0885|5,20",0.431471,0,normal,"46.458,30.972|5,20",0.420671,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.011a-Carbon,0,1 EA,kg,lognormal,1338.55,0.5047003880860321,,normal,5445.51,0.4314706558879705,,normal,9981.57,0.42067109077108394,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.011a-Energy,0,1 EA,MJ,lognormal,31773.75,0.5047003880860321,,normal,74971.73,0.4314706558879705,,normal,177666.14,0.42067109077108394,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.011b-Cost,0,1 EA,USD_2011,lognormal,"12693.6,8462.4|5,20",0.515773,,normal,"34608,23072|5,20",0.354176,,normal,"51084,34056|5,20",0.368283,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.011b-Time,0,1 EA,worker_day,lognormal,"10.8269,7.21792|5,20",0.573168,0,normal,"29.5186,19.679|5,20",0.433521,0,normal,"43.5716,29.0478|5,20",0.445121,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.011b-Carbon,0,1 EA,kg,lognormal,810.12,0.5731681415626784,,normal,5443.52,0.433520884524561,,normal,8660.97,0.4451205483805917,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.011b-Energy,0,1 EA,MJ,lognormal,19219.92,0.5731681415626784,,normal,74852.2,0.433520884524561,,normal,158221.52,0.4451205483805917,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.012a-Cost,0,1 EA,USD_2011,lognormal,"15487.2,10324.8|5,20",0.438432,,normal,"35328,23552|5,20",0.351663,,normal,"54468,36312|5,20",0.338326,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.012a-Time,0,1 EA,worker_day,lognormal,"13.2097,8.80649|5,20",0.5047,0,normal,"30.1327,20.0885|5,20",0.431471,0,normal,"46.458,30.972|5,20",0.420671,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.012a-Carbon,0,1 EA,kg,lognormal,1338.55,0.5047003880860321,,normal,5445.51,0.4314706558879705,,normal,9981.57,0.42067109077108394,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.012a-Energy,0,1 EA,MJ,lognormal,31773.75,0.5047003880860321,,normal,74971.73,0.4314706558879705,,normal,177666.14,0.42067109077108394,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.012b-Cost,0,1 EA,USD_2011,lognormal,"12693.6,8462.4|5,20",0.515773,,normal,"34608,23072|5,20",0.354176,,normal,"51084,34056|5,20",0.368283,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.012b-Time,0,1 EA,worker_day,lognormal,"10.8269,7.21792|5,20",0.573168,0,normal,"29.5186,19.679|5,20",0.433521,0,normal,"43.5716,29.0478|5,20",0.445121,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.012b-Carbon,0,1 EA,kg,lognormal,810.12,0.5731681415626784,,normal,5443.52,0.433520884524561,,normal,8660.97,0.4451205483805917,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.012b-Energy,0,1 EA,MJ,lognormal,19219.92,0.5731681415626784,,normal,74852.2,0.433520884524561,,normal,158221.52,0.4451205483805917,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.021a-Cost,0,1 EA,USD_2011,lognormal,"15487.2,10324.8|5,20",0.438432,,normal,"35328,23552|5,20",0.351663,,normal,"55668,37112|5,20",0.335724,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.021a-Time,0,1 EA,worker_day,lognormal,"13.2097,8.80649|5,20",0.5047,0,normal,"30.1327,20.0885|5,20",0.431471,0,normal,"47.4815,31.6543|5,20",0.418582,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.021a-Carbon,0,1 EA,kg,lognormal,1338.55,0.5047003880860321,,normal,5445.51,0.4314706558879705,,normal,10201.48,0.4185816268821466,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.021a-Energy,0,1 EA,MJ,lognormal,31773.75,0.5047003880860321,,normal,74971.73,0.4314706558879705,,normal,181580.36,0.4185816268821466,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.021b-Cost,0,1 EA,USD_2011,lognormal,"12693.6,8462.4|5,20",0.515773,,normal,"34608,23072|5,20",0.354176,,normal,"52284,34856|5,20",0.365327,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.021b-Time,0,1 EA,worker_day,lognormal,"10.8269,7.21792|5,20",0.573168,0,normal,"29.5186,19.679|5,20",0.433521,0,normal,"44.5951,29.7301|5,20",0.442678,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.021b-Carbon,0,1 EA,kg,lognormal,810.12,0.5731681415626784,,normal,5443.52,0.433520884524561,,normal,8864.42,0.44267811636057713,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.021b-Energy,0,1 EA,MJ,lognormal,19219.92,0.5731681415626784,,normal,74852.2,0.433520884524561,,normal,161938.26,0.44267811636057713,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.022a-Cost,0,1 EA,USD_2011,lognormal,"15487.2,10324.8|5,20",0.438432,,normal,"35328,23552|5,20",0.351663,,normal,"55668,37112|5,20",0.335724,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.022a-Time,0,1 EA,worker_day,lognormal,"13.2097,8.80649|5,20",0.5047,0,normal,"30.1327,20.0885|5,20",0.431471,0,normal,"47.4815,31.6543|5,20",0.418582,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.022a-Carbon,0,1 EA,kg,lognormal,1338.55,0.5047003880860321,,normal,5445.51,0.4314706558879705,,normal,10201.48,0.4185816268821466,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.022a-Energy,0,1 EA,MJ,lognormal,31773.75,0.5047003880860321,,normal,74971.73,0.4314706558879705,,normal,181580.36,0.4185816268821466,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.022b-Cost,0,1 EA,USD_2011,lognormal,"12693.6,8462.4|5,20",0.515773,,normal,"34608,23072|5,20",0.354176,,normal,"52284,34856|5,20",0.365327,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.022b-Time,0,1 EA,worker_day,lognormal,"10.8269,7.21792|5,20",0.573168,0,normal,"29.5186,19.679|5,20",0.433521,0,normal,"44.5951,29.7301|5,20",0.442678,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.022b-Carbon,0,1 EA,kg,lognormal,810.12,0.5731681415626784,,normal,5443.52,0.433520884524561,,normal,8864.42,0.44267811636057713,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.42.022b-Energy,0,1 EA,MJ,lognormal,19219.92,0.5731681415626784,,normal,74852.2,0.433520884524561,,normal,161938.26,0.44267811636057713,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.001-Cost,0,144 SF,USD_2011,lognormal,"6480,4406.4|3,7",0.180176,,lognormal,"15289.9,10397.1|3,7",0.161584,,lognormal,"28644,19477.9|3,7",0.14586,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.001-Time,0,144 SF,worker_day,lognormal,"5.05652,3.44033|3,7",0.308161,0,lognormal,"11.9162,8.10274|3,7",0.297673,0,lognormal,"22.3211,15.1769|3,7",0.289439,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.001-Carbon,0,144 SF,kg,lognormal,1480.32,0.30816107357133327,,lognormal,4033.44,0.29767319438210305,,lognormal,5734.08,0.28943928051243983,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.001-Energy,0,144 SF,MJ,lognormal,34886.880000000005,0.30816107357133327,,lognormal,77496.48,0.29767319438210305,,lognormal,112569.12,0.28943928051243983,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.002-Cost,0,400 SF,USD_2011,lognormal,"20500,13940|3,7",0.122224,,lognormal,"46450,31586|3,7",0.119867,,lognormal,"75425,51289|3,7",0.147839,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.002-Time,0,400 SF,worker_day,lognormal,"18.9985,12.9209|3,7",0.278278,0,lognormal,"43.0469,29.2759|3,7",0.277251,0,lognormal,"69.8958,47.5345|3,7",0.290442,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.002-Carbon,0,400 SF,kg,lognormal,4112.0,0.27827827262668403,,lognormal,12544.0,0.277251006761032,,lognormal,15652.000000000002,0.29044150324695966,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.002-Energy,0,400 SF,MJ,lognormal,96768.0,0.27827827262668403,,lognormal,255948.0,0.277251006761032,,lognormal,297868.0,0.29044150324695966,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.003-Cost,0,900 SF,USD_2011,lognormal,"42750,29070|3,7",0.117493,,lognormal,"98812.3,67192.4|3,7",0.0875152,,lognormal,"148468,100958|3,7",0.154113,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.003-Time,0,900 SF,worker_day,lognormal,"40.8428,27.7663|3,7",0.276233,0,lognormal,"94.4906,64.2656|3,7",0.264875,0,lognormal,"141.874,96.4599|3,7",0.293685,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.003-Carbon,0,900 SF,kg,lognormal,9144.0,0.2762327055130311,,lognormal,27513.0,0.2648752623028301,,lognormal,32616.0,0.2936847445253468,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.003-Energy,0,900 SF,MJ,lognormal,215253.0,0.2762327055130311,,lognormal,556173.0,0.2648752623028301,,lognormal,600156.0,0.2936847445253468,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.011-Cost,0,144 SF,USD_2011,lognormal,"7560,5140.8|3,7",0.155325,,lognormal,"19512,13268.2|3,7",0.127977,,lognormal,"36444,24781.9|3,7",0.114911,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.011-Time,0,144 SF,worker_day,lognormal,"5.88727,4.00172|3,7",0.294323,0,lognormal,"15.2096,10.3431|3,7",0.280852,0,lognormal,"28.4042,19.3146|3,7",0.275144,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.011-Carbon,0,144 SF,kg,lognormal,1830.2400000000002,0.2943228249731918,,lognormal,5194.08,0.2808522755123376,,lognormal,8091.36,0.27514446704008155,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.011-Energy,0,144 SF,MJ,lognormal,43171.200000000004,0.2943228249731918,,lognormal,105858.72,0.2808522755123376,,lognormal,161380.80000000002,0.27514446704008155,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.012-Cost,0,400 SF,USD_2011,lognormal,"23500,15980|3,7",0.106784,,lognormal,"53125,36125|3,7",0.103123,,lognormal,"94650,64362|3,7",0.1105,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.012-Time,0,400 SF,worker_day,lognormal,"21.7544,14.7874|3,7",0.271851,0,lognormal,"49.2037,33.4537|3,7",0.270434,0,lognormal,"87.6981,59.6371|3,7",0.273332,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.012-Carbon,0,400 SF,kg,lognormal,5084.0,0.27185054860862423,,lognormal,14208.000000000002,0.2704337016735669,,lognormal,21160.0,0.2733317602601584,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.012-Energy,0,400 SF,MJ,lognormal,119780.0,0.27185054860862423,,lognormal,286804.0,0.2704337016735669,,lognormal,408112.0,0.2733317602601584,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.013-Cost,0,900 SF,USD_2011,lognormal,"49500,33660|3,7",0.101789,,lognormal,"113818,77396.1|3,7",0.0761264,,lognormal,"184275,125307|3,7",0.117951,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.013-Time,0,900 SF,worker_day,lognormal,"47.3532,32.2121|3,7",0.269928,0,lognormal,"108.789,73.9744|3,7",0.261334,0,lognormal,"176.169,119.803|3,7",0.276428,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.013-Carbon,0,900 SF,kg,lognormal,11331.0,0.26992762646085167,,lognormal,31256.999999999996,0.26133357198510554,,lognormal,43515.0,0.276427925482247,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.013-Energy,0,900 SF,MJ,lognormal,267030.0,0.26992762646085167,,lognormal,625590.0,0.26133357198510554,,lognormal,796869.0,0.276427925482247,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.021-Cost,0,144 SF,USD_2011,lognormal,"10260,6976.8|3,7",0.11551,,lognormal,"23558.4,16019.7|3,7",0.123114,,lognormal,"46080,31334.4|3,7",0.092464,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.021-Time,0,144 SF,worker_day,lognormal,"7.99295,5.43399|3,7",0.275395,0,lognormal,"18.3603,12.4846|3,7",0.27867,0,lognormal,"35.9111,24.4182|3,7",0.266551,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.021-Carbon,0,144 SF,kg,lognormal,2704.32,0.27539526975686673,,lognormal,6465.599999999999,0.2786702640317078,,lognormal,11587.68,0.26655128105433895,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.021-Energy,0,144 SF,MJ,lognormal,63882.72,0.27539526975686673,,lognormal,131297.76,0.2786702640317078,,lognormal,212364.0,0.26655128105433895,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.022-Cost,0,400 SF,USD_2011,lognormal,"31000,21080|3,7",0.0811531,,lognormal,"64375,43775|3,7",0.0853176,,lognormal,"121625,82705|3,7",0.0905952,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.022-Time,0,400 SF,worker_day,lognormal,"28.7041,19.5135|3,7",0.262842,0,lognormal,"59.6483,40.563|3,7",0.264157,0,lognormal,"112.696,76.6382|3,7",0.265909,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.022-Carbon,0,400 SF,kg,lognormal,7512.0,0.2628418187170809,,lognormal,17740.0,0.2641573235107964,,lognormal,30816.000000000004,0.2659088041848035,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.022-Energy,0,400 SF,MJ,lognormal,177312.0,0.2628418187170809,,lognormal,357476.0,0.2641573235107964,,lognormal,548536.0,0.2659088041848035,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.023-Cost,0,900 SF,USD_2011,lognormal,"66375,45135|3,7",0.0762966,,lognormal,"139121,94602.1|3,7",0.0624276,,lognormal,"236121,160563|3,7",0.134605,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.023-Time,0,900 SF,worker_day,lognormal,"63.4493,43.1464|3,7",0.261383,0,lognormal,"132.977,90.422|3,7",0.257677,0,lognormal,"225.681,153.455|3,7",0.283934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.023-Carbon,0,900 SF,kg,lognormal,16794.0,0.26138318811835154,,lognormal,39204.0,0.25767654420864744,,lognormal,64340.99999999999,0.2839339059854747,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.023-Energy,0,900 SF,MJ,lognormal,396477.0,0.26138318811835154,,lognormal,784593.0,0.25767654420864744,,lognormal,1098360.0,0.2839339059854747,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.031-Cost,0,144 SF,USD_2011,lognormal,"16825.9,11441.6|3,7",0.136233,,lognormal,"28644,19477.9|3,7",0.177598,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.031-Time,0,144 SF,worker_day,lognormal,"13.1205,8.92388|3,7",0.284709,0,lognormal,"22.3211,15.1769|3,7",0.306661,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.031-Carbon,0,144 SF,kg,lognormal,4502.88,0.28470946797917135,,lognormal,5734.08,0.30666098751005166,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.031-Energy,0,144 SF,MJ,lognormal,92547.36000000002,0.28470946797917135,,lognormal,112569.12,0.30666098751005166,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.032-Cost,0,400 SF,USD_2011,lognormal,"45650,31042|3,7",0.119725,,lognormal,"75425,51289|3,7",0.169126,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.032-Time,0,400 SF,worker_day,lognormal,"42.2987,28.7648|3,7",0.27719,0,lognormal,"69.8958,47.5345|3,7",0.301834,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.032-Carbon,0,400 SF,kg,lognormal,12284.0,0.277189596571264,,lognormal,15652.000000000002,0.3018338679510582,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.032-Energy,0,400 SF,MJ,lognormal,249808.0,0.277189596571264,,lognormal,297868.0,0.3018338679510582,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.033-Cost,0,900 SF,USD_2011,lognormal,"97012.3,65968.4|3,7",0.0891151,,lognormal,"148468,100958|3,7",0.15955,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.033-Time,0,900 SF,worker_day,lognormal,"92.7065,63.0321|3,7",0.265408,0,lognormal,"141.874,96.4599|3,7",0.296574,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.033-Carbon,0,900 SF,kg,lognormal,26928.0,0.26540817998388494,,lognormal,32616.0,0.2965740154999677,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.033-Energy,0,900 SF,MJ,lognormal,542367.0,0.26540817998388494,,lognormal,600156.0,0.2965740154999677,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.041-Cost,0,144 SF,USD_2011,lognormal,"19152,13023.4|3,7",0.119987,,lognormal,"36444,24781.9|3,7",0.139323,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.041-Time,0,144 SF,worker_day,lognormal,"14.9231,10.1463|3,7",0.277303,0,lognormal,"28.4042,19.3146|3,7",0.286201,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.041-Carbon,0,144 SF,kg,lognormal,5077.44,0.2773027283664057,,lognormal,8091.36,0.2862007154569828,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.041-Energy,0,144 SF,MJ,lognormal,103098.24,0.2773027283664057,,lognormal,161380.80000000002,0.2862007154569828,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.042-Cost,0,400 SF,USD_2011,lognormal,"52125,35445|3,7",0.105072,,lognormal,"97050,65994|3,7",0.152645,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.042-Time,0,400 SF,worker_day,lognormal,"48.2985,32.8449|3,7",0.271183,0,lognormal,"89.9028,61.1303|3,7",0.292917,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.042-Carbon,0,400 SF,kg,lognormal,13884.0,0.2711829610950241,,lognormal,21900.0,0.2929172562712354,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.042-Energy,0,400 SF,MJ,lognormal,279132.0,0.2711829610950241,,lognormal,430824.0,0.2929172562712354,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.043-Cost,0,900 SF,USD_2011,lognormal,"111568,75866.1|3,7",0.0776416,,normal,"189675,128979|3,7",0.14703,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.043-Time,0,900 SF,worker_day,lognormal,"106.649,72.5225|3,7",0.261779,0,normal,"181.341,123.323|3,7",0.290031,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.043-Carbon,0,900 SF,kg,lognormal,30528.0,0.26177894093340465,,normal,45180.0,0.29003075967696396,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.043-Energy,0,900 SF,MJ,lognormal,608328.0,0.26177894093340465,,normal,847962.0,0.29003075967696396,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.051-Cost,0,144 SF,USD_2011,lognormal,"19152,13023.4|3,7",0.100138,,lognormal,"37668,25614.2|3,7",0.121645,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.051-Time,0,144 SF,worker_day,lognormal,"14.9231,10.1463|3,7",0.26931,0,lognormal,"29.3582,19.9633|3,7",0.278024,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.051-Carbon,0,144 SF,kg,lognormal,6289.92,0.2693096500338063,,lognormal,11587.68,0.2780241106824098,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.051-Energy,0,144 SF,MJ,lognormal,127156.31999999999,0.2693096500338063,,lognormal,212364.0,0.2780241106824098,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.052-Cost,0,400 SF,USD_2011,lognormal,"62875,42755|3,7",0.0873282,,lognormal,"124025,84337|3,7",0.121778,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.052-Time,0,400 SF,worker_day,lognormal,"58.2504,39.6098|3,7",0.264814,0,lognormal,"114.901,78.1313|3,7",0.278082,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.052-Carbon,0,400 SF,kg,lognormal,17256.0,0.26481353670131996,,lognormal,31556.0,0.27808246365167094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.052-Energy,0,400 SF,MJ,lognormal,345968.0,0.26481353670131996,,lognormal,571244.0,0.27808246365167094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.053-Cost,0,900 SF,USD_2011,lognormal,"135746,92307.1|3,7",0.0639628,,normal,"241521,164235|3,7",0.140881,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.053-Time,0,900 SF,worker_day,lognormal,"129.721,88.1992|3,7",0.258053,0,normal,"230.853,156.976|3,7",0.286962,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.053-Carbon,0,900 SF,kg,lognormal,38106.0,0.25805279118763225,,normal,66006.0,0.28696247435809186,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.053-Energy,0,900 SF,MJ,lognormal,758700.0,0.25805279118763225,,normal,1149453.0,0.28696247435809186,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.061-Cost,0,144 SF,USD_2011,lognormal,"16825.9,11441.6|3,7",0.136233,,lognormal,"28644,19477.9|3,7",0.177598,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.061-Time,0,144 SF,worker_day,lognormal,"13.1205,8.92388|3,7",0.284709,0,lognormal,"22.3211,15.1769|3,7",0.306661,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.061-Carbon,0,144 SF,kg,lognormal,4502.88,0.28470946797917135,,lognormal,5734.08,0.30666098751005166,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.061-Energy,0,144 SF,MJ,lognormal,92547.36000000002,0.28470946797917135,,lognormal,112569.12,0.30666098751005166,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.062-Cost,0,400 SF,USD_2011,lognormal,"45650,31042|3,7",0.119725,,lognormal,"75425,51289|3,7",0.169126,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.062-Time,0,400 SF,worker_day,lognormal,"42.2987,28.7648|3,7",0.27719,0,lognormal,"69.8958,47.5345|3,7",0.301834,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.062-Carbon,0,400 SF,kg,lognormal,12284.0,0.277189596571264,,lognormal,15652.000000000002,0.3018338679510582,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.062-Energy,0,400 SF,MJ,lognormal,249808.0,0.277189596571264,,lognormal,297868.0,0.3018338679510582,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.063-Cost,0,900 SF,USD_2011,lognormal,"97012.3,65968.4|3,7",0.0891151,,lognormal,"148468,100958|3,7",0.15955,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.063-Time,0,900 SF,worker_day,lognormal,"92.7065,63.0321|3,7",0.265408,0,lognormal,"141.874,96.4599|3,7",0.296574,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.063-Carbon,0,900 SF,kg,lognormal,26928.0,0.26540817998388494,,lognormal,32616.0,0.2965740154999677,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.063-Energy,0,900 SF,MJ,lognormal,542367.0,0.26540817998388494,,lognormal,600156.0,0.2965740154999677,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.071-Cost,0,144 SF,USD_2011,lognormal,"19152,13023.4|3,7",0.119987,,lognormal,"37668,25614.2|3,7",0.152467,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.071-Time,0,144 SF,worker_day,lognormal,"14.9231,10.1463|3,7",0.277303,0,lognormal,"29.3582,19.9633|3,7",0.292825,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.071-Carbon,0,144 SF,kg,lognormal,5077.44,0.2773027283664057,,lognormal,8690.4,0.2928246132022525,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.071-Energy,0,144 SF,MJ,lognormal,103098.24,0.2773027283664057,,lognormal,194140.80000000002,0.2928246132022525,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.072-Cost,0,400 SF,USD_2011,lognormal,"52125,35445|3,7",0.105072,,lognormal,"97050,65994|3,7",0.152645,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.072-Time,0,400 SF,worker_day,lognormal,"48.2985,32.8449|3,7",0.271183,0,lognormal,"89.9028,61.1303|3,7",0.292917,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.072-Carbon,0,400 SF,kg,lognormal,13884.0,0.2711829610950241,,lognormal,21900.0,0.2929172562712354,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.072-Energy,0,400 SF,MJ,lognormal,279132.0,0.2711829610950241,,lognormal,430824.0,0.2929172562712354,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.073-Cost,0,900 SF,USD_2011,lognormal,"111568,75866.1|3,7",0.0776416,,normal,"189675,128979|3,7",0.14703,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.073-Time,0,900 SF,worker_day,lognormal,"106.649,72.5225|3,7",0.261779,0,normal,"181.341,123.323|3,7",0.290031,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.073-Carbon,0,900 SF,kg,lognormal,30528.0,0.26177894093340465,,normal,45180.0,0.29003075967696396,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.073-Energy,0,900 SF,MJ,lognormal,608328.0,0.26177894093340465,,normal,847962.0,0.29003075967696396,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.081-Cost,0,144 SF,USD_2011,lognormal,"23018.4,15652.5|3,7",0.100138,,lognormal,"44424,30208.3|3,7",0.14124,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.081-Time,0,144 SF,worker_day,lognormal,"17.945,12.2039|3,7",0.26931,0,lognormal,"34.6305,23.5506|3,7",0.287139,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.081-Carbon,0,144 SF,kg,lognormal,6289.92,0.2693096500338063,,lognormal,11088.0,0.2871386559453022,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.081-Energy,0,144 SF,MJ,lognormal,127156.31999999999,0.2693096500338063,,lognormal,209769.12,0.2871386559453022,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.082-Cost,0,400 SF,USD_2011,lognormal,"62875,42755|3,7",0.0873282,,lognormal,"124025,84337|3,7",0.121778,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.082-Time,0,400 SF,worker_day,lognormal,"58.2504,39.6098|3,7",0.264814,0,lognormal,"114.901,78.1313|3,7",0.278082,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.082-Carbon,0,400 SF,kg,lognormal,17256.0,0.26481353670131996,,lognormal,31556.0,0.27808246365167094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.082-Energy,0,400 SF,MJ,lognormal,345968.0,0.26481353670131996,,lognormal,571244.0,0.27808246365167094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.083-Cost,0,900 SF,USD_2011,lognormal,"135746,92307.1|3,7",0.0639628,,normal,"241521,164235|3,7",0.13904,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.083-Time,0,900 SF,worker_day,lognormal,"129.721,88.1992|3,7",0.258053,0,normal,"230.853,156.976|3,7",0.286063,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.083-Carbon,0,900 SF,kg,lognormal,38106.0,0.25805279118763225,,normal,66006.0,0.2860630292594388,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.083-Energy,0,900 SF,MJ,lognormal,758700.0,0.25805279118763225,,normal,1149453.0,0.2860630292594388,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.091-Cost,0,144 SF,USD_2011,lognormal,"7070,4807.6|3,7",0.346591,,lognormal,"26702,18157.4|3,7",0.242391,,lognormal,"50760,34516.8|3,7",0.159633,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.091-Time,0,144 SF,worker_day,lognormal,"5.50849,3.74515|3,7",0.427347,0,lognormal,"20.8088,14.149|3,7",0.348214,0,lognormal,"39.5638,26.9036|3,7",0.296619,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.091-Carbon,0,144 SF,kg,lognormal,1487.52,0.4273470825767116,,lognormal,8519.039999999999,0.348214420150335,,lognormal,8020.8,0.29661866274535714,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.091-Energy,0,144 SF,MJ,lognormal,35071.200000000004,0.4273470825767116,,lognormal,173583.36000000002,0.348214420150335,,lognormal,162470.88,0.29661866274535714,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.092-Cost,0,144 SF,USD_2011,lognormal,"6570,4467.6|3,7",0.312382,,lognormal,"21402,14553.4|3,7",0.237153,,lognormal,"49027.5,33338.7|3,7",0.1459,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.092-Time,0,144 SF,worker_day,lognormal,"5.11375,3.47511|3,7",0.400103,0,lognormal,"16.685,11.3471|3,7",0.344589,0,lognormal,"38.2137,25.9857|3,7",0.289459,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.092-Carbon,0,144 SF,kg,lognormal,1471.68,0.40010304420722087,,lognormal,6779.5199999999995,0.3445891194394315,,lognormal,7912.8,0.28945926966124835,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.092-Energy,0,144 SF,MJ,lognormal,34747.200000000004,0.40010304420722087,,lognormal,139459.68,0.3445891194394315,,lognormal,160328.16,0.28945926966124835,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.093-Cost,0,144 SF,USD_2011,lognormal,"6070,4127.6|3,7",0.271513,,lognormal,"14602,9929.36|3,7",0.235678,,lognormal,"47295,32160.6|3,7",0.131084,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.093-Time,0,144 SF,worker_day,lognormal,"4.73341,3.21948|3,7",0.369079,0,lognormal,"11.377,7.73508|3,7",0.343576,0,lognormal,"36.8637,25.0677|3,7",0.282282,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.093-Carbon,0,144 SF,kg,lognormal,1455.84,0.3690786640751521,,lognormal,4625.28,0.34357579072185346,,lognormal,8153.28,0.2822816366293059,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.093-Energy,0,144 SF,MJ,lognormal,34421.76,0.3690786640751521,,lognormal,92577.59999999999,0.34357579072185346,,lognormal,166469.76,0.2822816366293059,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.101-Cost,0,144 SF,USD_2011,lognormal,"10850,7378|3,7",0.283429,,normal,"37480,25486.4|3,7",0.212174,,lognormal,"55710,37882.8|3,7",0.15575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.101-Time,0,144 SF,worker_day,lognormal,"8.45932,5.75321|3,7",0.377931,0,normal,"29.2137,19.8657|3,7",0.327899,0,lognormal,"43.417,29.5223|3,7",0.294547,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.101-Carbon,0,144 SF,kg,lognormal,2711.5199999999995,0.3779314538094383,,normal,12022.56,0.32789929353467345,,lognormal,10385.28,0.29454716589879176,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.101-Energy,0,144 SF,MJ,lognormal,64067.04,0.3779314538094383,,normal,256435.19999999998,0.32789929353467345,,lognormal,203626.08,0.29454716589879176,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.102-Cost,0,144 SF,USD_2011,lognormal,"10350,7038|3,7",0.257591,,normal,"30525,20757|3,7",0.207659,,lognormal,"53977.5,36704.7|3,7",0.143123,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.102-Time,0,144 SF,worker_day,lognormal,"8.06458,5.48317|3,7",0.358961,0,normal,"23.7951,16.1818|3,7",0.324996,0,lognormal,"42.0669,28.6043|3,7",0.28807,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.102-Carbon,0,144 SF,kg,lognormal,2695.68,0.3589610418927825,,normal,9744.48,0.3249957033716001,,lognormal,10275.84,0.28806960720589314,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.102-Energy,0,144 SF,MJ,lognormal,63741.6,0.3589610418927825,,normal,209571.84,0.3249957033716001,,lognormal,201481.92,0.28806960720589314,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.103-Cost,0,144 SF,USD_2011,lognormal,"9850,6698|3,7",0.228573,,normal,"23570,16027.6|3,7",0.200537,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.103-Time,0,144 SF,worker_day,lognormal,"7.68424,5.22754|3,7",0.338741,0,normal,"18.3765,12.4979|3,7",0.320492,0,lognormal,"32.616,32.616|3,7",0.281583,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.103-Carbon,0,144 SF,kg,lognormal,2679.84,0.33874092828896474,,normal,7466.400000000001,0.3204917899459626,,lognormal,10203.84,0.2815830242177753,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.103-Energy,0,144 SF,MJ,lognormal,63417.6,0.33874092828896474,,normal,162708.48,0.3204917899459626,,lognormal,199962.72000000003,0.2815830242177753,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.111-Cost,0,144 SF,USD_2011,lognormal,"16250,11050|3,7",0.24253,,normal,"54000,36720|3,7",0.192092,,lognormal,"65760,44716.8|3,7",0.149638,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.111-Time,0,144 SF,worker_day,lognormal,"12.6707,8.61775|3,7",0.348311,0,normal,"42.0848,28.6166|3,7",0.315277,0,lognormal,"51.2476,34.8463|3,7",0.291361,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.111-Carbon,0,144 SF,kg,lognormal,4459.68,0.34831127462658923,,normal,18122.399999999998,0.3152765103185783,,lognormal,15184.800000000001,0.2913613502251837,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.111-Energy,0,144 SF,MJ,lognormal,105488.63999999998,0.34831127462658923,,normal,369233.27999999997,0.3152765103185783,,lognormal,287182.08,0.2913613502251837,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.112-Cost,0,144 SF,USD_2011,lognormal,"15750,10710|3,7",0.223733,,normal,"44400,30192|3,7",0.188719,,lognormal,"63990,43513.2|3,7",0.138802,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.112-Time,0,144 SF,worker_day,lognormal,"12.2759,8.34771|3,7",0.335495,0,normal,"34.6124,23.5385|3,7",0.313233,0,lognormal,"49.8773,33.9175|3,7",0.285947,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.112-Carbon,0,144 SF,kg,lognormal,4443.84,0.3354945653349423,,normal,14800.32,0.3132329998921522,,lognormal,15058.079999999998,0.2859473477153392,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.112-Energy,0,144 SF,MJ,lognormal,105164.63999999998,0.3354945653349423,,normal,305560.8,0.3132329998921522,,lognormal,284726.88,0.2859473477153392,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.113-Cost,0,144 SF,USD_2011,lognormal,"15250,10370|3,7",0.203419,,normal,"34800,23664|3,7",0.183593,,lognormal,"62295,42360.6|3,7",0.127287,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.113-Time,0,144 SF,worker_day,lognormal,"11.8812,8.07768|3,7",0.322303,0,normal,"27.1255,18.446|3,7",0.310171,0,lognormal,"48.5475,33.0104|3,7",0.280539,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.113-Carbon,0,144 SF,kg,lognormal,4428.0,0.3223033724349079,,normal,11478.24,0.3101714041557406,,lognormal,14967.36,0.28053872430790544,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.44.113-Energy,0,144 SF,MJ,lognormal,104839.2,0.3223033724349079,,normal,241889.76,0.3101714041557406,,lognormal,282895.2,0.28053872430790544,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.001a-Cost,0,1 EA,USD_2011,normal,"45287.5,30795.5|3,7",0.347519,,lognormal,"61925,42109|3,7",0.321283,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.001a-Time,0,1 EA,worker_day,normal,"38.6276,26.2668|3,7",0.4281,0,lognormal,"52.8184,35.9165|3,7",0.407091,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.001a-Carbon,0,1 EA,kg,normal,4450.67,0.42809967339921273,,lognormal,6292.68,0.4070907929693171,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.001a-Energy,0,1 EA,MJ,normal,96009.03,0.42809967339921273,,lognormal,96114.98,0.4070907929693171,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.001b-Cost,0,1 EA,USD_2011,normal,"45287.5,30795.5|3,7",0.347519,,normal,"50287.5,34195.5|3,7",0.326558,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.001b-Time,0,1 EA,worker_day,normal,"38.6276,26.2668|3,7",0.4281,0,normal,"42.8923,29.1667|3,7",0.411266,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.001b-Carbon,0,1 EA,kg,normal,4450.67,0.42809967339921273,,normal,7148.84,0.4112662229106064,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.001b-Energy,0,1 EA,MJ,normal,96009.03,0.42809967339921273,,normal,178806.6,0.4112662229106064,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.002a-Cost,0,1 EA,USD_2011,normal,"45287.5,30795.5|3,7",0.347519,,lognormal,"61925,42109|3,7",0.321283,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.002a-Time,0,1 EA,worker_day,normal,"38.6276,26.2668|3,7",0.4281,0,lognormal,"52.8184,35.9165|3,7",0.407091,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.002a-Carbon,0,1 EA,kg,normal,4450.67,0.42809967339921273,,lognormal,6292.68,0.4070907929693171,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.002a-Energy,0,1 EA,MJ,normal,96009.03,0.42809967339921273,,lognormal,96114.98,0.4070907929693171,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.002b-Cost,0,1 EA,USD_2011,normal,"45287.5,30795.5|3,7",0.347519,,normal,"50287.5,34195.5|3,7",0.326558,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.002b-Time,0,1 EA,worker_day,normal,"38.6276,26.2668|3,7",0.4281,0,normal,"42.8923,29.1667|3,7",0.411266,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.002b-Carbon,0,1 EA,kg,normal,4450.67,0.42809967339921273,,normal,7148.84,0.4112662229106064,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.002b-Energy,0,1 EA,MJ,normal,96009.03,0.42809967339921273,,normal,178806.6,0.4112662229106064,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.003a-Cost,0,1 EA,USD_2011,normal,"46037.5,31305.5|3,7",0.341739,,lognormal,"61925,42109|3,7",0.321283,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.003a-Time,0,1 EA,worker_day,normal,"39.2673,26.7017|3,7",0.423421,0,lognormal,"52.8184,35.9165|3,7",0.407091,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.003a-Carbon,0,1 EA,kg,normal,4693.48,0.4234213372487951,,lognormal,6292.68,0.4070907929693171,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.003a-Energy,0,1 EA,MJ,normal,101762.12,0.4234213372487951,,lognormal,96114.98,0.4070907929693171,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.003b-Cost,0,1 EA,USD_2011,normal,"46037.5,31305.5|3,7",0.341739,,normal,"51037.5,34705.5|3,7",0.321749,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.003b-Time,0,1 EA,worker_day,normal,"39.2673,26.7017|3,7",0.423421,0,normal,"43.532,29.6018|3,7",0.407458,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.003b-Carbon,0,1 EA,kg,normal,4693.48,0.4234213372487951,,normal,7391.65,0.40745824098752925,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.003b-Energy,0,1 EA,MJ,normal,101762.12,0.4234213372487951,,normal,184559.69,0.40745824098752925,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.011-Cost,0,1 EA,USD_2011,normal,"46787.5,31815.5|3,7",0.336149,,normal,"51787.5,35215.5|3,7",0.317079,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.011-Time,0,1 EA,worker_day,normal,"39.907,27.1368|3,7",0.418922,0,normal,"44.1717,30.0368|3,7",0.403781,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.011-Carbon,0,1 EA,kg,normal,4936.29,0.41892225984401676,,normal,7634.46,0.40378128079293374,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.011-Energy,0,1 EA,MJ,normal,107515.21,0.41892225984401676,,normal,190312.78,0.40378128079293374,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.012-Cost,0,1 EA,USD_2011,normal,"47537.5,32325.5|3,7",0.330738,,normal,"52537.5,35725.5|3,7",0.312544,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.012-Time,0,1 EA,worker_day,normal,"40.5467,27.5718|3,7",0.414593,0,normal,"44.8114,30.4717|3,7",0.40023,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.012-Carbon,0,1 EA,kg,normal,5179.1,0.4145932568449982,,normal,7877.27,0.40022952638472503,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.012-Energy,0,1 EA,MJ,normal,113268.3,0.4145932568449982,,normal,196065.86,0.40022952638472503,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.021a-Cost,0,1 EA,USD_2011,normal,"44537.5,30285.5|3,7",0.353497,,lognormal,"61925,42109|3,7",0.321283,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.021a-Time,0,1 EA,worker_day,normal,"37.9879,25.8318|3,7",0.432967,0,lognormal,"52.8184,35.9165|3,7",0.407091,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.021a-Carbon,0,1 EA,kg,normal,4207.86,0.43296694765866367,,lognormal,6292.68,0.4070907929693171,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.021a-Energy,0,1 EA,MJ,normal,90255.94,0.43296694765866367,,lognormal,96114.98,0.4070907929693171,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.021b-Cost,0,1 EA,USD_2011,normal,"44537.5,30285.5|3,7",0.353497,,normal,"49537.5,33685.5|3,7",0.331513,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.021b-Time,0,1 EA,worker_day,normal,"37.9879,25.8318|3,7",0.432967,0,normal,"42.2526,28.7318|3,7",0.415212,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.021b-Carbon,0,1 EA,kg,normal,4207.86,0.43296694765866367,,normal,6906.03,0.4152115257267621,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.021b-Energy,0,1 EA,MJ,normal,90255.94,0.43296694765866367,,normal,173053.51,0.4152115257267621,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.022a-Cost,0,1 EA,USD_2011,normal,"45287.5,30795.5|3,7",0.347519,,lognormal,"61925,42109|3,7",0.321283,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.022a-Time,0,1 EA,worker_day,normal,"38.6276,26.2668|3,7",0.4281,0,lognormal,"52.8184,35.9165|3,7",0.407091,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.022a-Carbon,0,1 EA,kg,normal,4450.67,0.42809967339921273,,lognormal,6292.68,0.4070907929693171,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.022a-Energy,0,1 EA,MJ,normal,96009.03,0.42809967339921273,,lognormal,96114.98,0.4070907929693171,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.022b-Cost,0,1 EA,USD_2011,normal,"43476,28984|3,7",0.347519,,normal,"48276,32184|3,7",0.326558,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.022b-Time,0,1 EA,worker_day,normal,"37.0825,24.7217|3,7",0.4281,0,normal,"41.1766,27.451|3,7",0.411266,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.022b-Carbon,0,1 EA,kg,normal,4450.67,0.42809967339921273,,normal,7148.84,0.4112662229106064,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.022b-Energy,0,1 EA,MJ,normal,96009.03,0.42809967339921273,,normal,178806.6,0.4112662229106064,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.031-Cost,0,1 EA,USD_2011,normal,"43716,29144|3,7",0.345571,,normal,"48516,32344|3,7",0.324939,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.031-Time,0,1 EA,worker_day,normal,"37.2871,24.8581|3,7",0.42652,0,normal,"41.3813,27.5875|3,7",0.409982,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.031-Carbon,0,1 EA,kg,normal,4531.6,0.42651973932795584,,normal,7229.78,0.40998179135037716,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.031-Energy,0,1 EA,MJ,normal,97926.73,0.42651973932795584,,normal,180724.3,0.40998179135037716,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.032-Cost,0,1 EA,USD_2011,normal,"44436,29624|3,7",0.339855,,normal,"49236,32824|3,7",0.320177,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.032-Time,0,1 EA,worker_day,normal,"37.9013,25.2675|3,7",0.421902,0,normal,"41.9954,27.997|3,7",0.406218,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.032-Carbon,0,1 EA,kg,normal,4774.41,0.4219022071816234,,normal,7472.59,0.40621825908775133,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.032-Energy,0,1 EA,MJ,normal,103679.82,0.4219022071816234,,normal,186477.38,0.40621825908775133,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.041a-Cost,0,1 EA,USD_2011,normal,"43476,28984|3,7",0.347519,,lognormal,"59448,39632|3,7",0.321283,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.041a-Time,0,1 EA,worker_day,normal,"37.0825,24.7217|3,7",0.4281,0,lognormal,"50.7056,33.8038|3,7",0.407091,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.041a-Carbon,0,1 EA,kg,normal,4450.67,0.42809967339921273,,lognormal,6292.68,0.4070907929693171,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.041a-Energy,0,1 EA,MJ,normal,96009.03,0.42809967339921273,,lognormal,96114.98,0.4070907929693171,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.041b-Cost,0,1 EA,USD_2011,normal,"43476,28984|3,7",0.347519,,normal,"48276,32184|3,7",0.326558,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.041b-Time,0,1 EA,worker_day,normal,"37.0825,24.7217|3,7",0.4281,0,normal,"41.1766,27.451|3,7",0.411266,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.041b-Carbon,0,1 EA,kg,normal,4450.67,0.42809967339921273,,normal,7148.84,0.4112662229106064,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.041b-Energy,0,1 EA,MJ,normal,96009.03,0.42809967339921273,,normal,178806.6,0.4112662229106064,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.042a-Cost,0,1 EA,USD_2011,normal,"44196,29464|3,7",0.341739,,lognormal,"59448,39632|3,7",0.321283,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.042a-Time,0,1 EA,worker_day,normal,"37.6966,25.131|3,7",0.423421,0,lognormal,"50.7056,33.8038|3,7",0.407091,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.042a-Carbon,0,1 EA,kg,normal,4693.48,0.4234213372487951,,lognormal,6292.68,0.4070907929693171,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.042a-Energy,0,1 EA,MJ,normal,101762.12,0.4234213372487951,,lognormal,96114.98,0.4070907929693171,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.042b-Cost,0,1 EA,USD_2011,normal,"44196,29464|3,7",0.341739,,normal,"48996,32664|3,7",0.321749,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.042b-Time,0,1 EA,worker_day,normal,"37.6966,25.131|3,7",0.423421,0,normal,"41.7907,27.8605|3,7",0.407458,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.042b-Carbon,0,1 EA,kg,normal,4693.48,0.4234213372487951,,normal,7391.65,0.40745824098752925,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.49.042b-Energy,0,1 EA,MJ,normal,101762.12,0.4234213372487951,,normal,184559.69,0.40745824098752925,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.001-Cost,0,100 SF,USD_2011,normal,"5040,3360|2,30",0.105001,,normal,"7200,4800|2,30",0.141262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.001-Time,0,100 SF,worker_day,normal,"3.92471,2.61529|2,30",0.271155,0,normal,"5.61529,3.74471|2,30",0.28715,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.001-Carbon,0,100 SF,kg,normal,501.0,0.2711552838637722,,normal,1289.0,0.28714957414889936,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.001-Energy,0,100 SF,MJ,normal,11754.0,0.2711552838637722,,normal,26406.0,0.28714957414889936,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.002-Cost,0,225 SF,USD_2011,lognormal,"9840,6560|1,14",0.0808026,,normal,"14850,9900|1,14",0.128673,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.002-Time,0,225 SF,worker_day,lognormal,"8.39632,5.59868|1,14",0.262734,0,normal,"12.6635,8.44147|1,14",0.28117,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.002-Carbon,0,225 SF,kg,lognormal,1077.75,0.2627338112074896,,normal,4349.25,0.28117013597567164,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.002-Energy,0,225 SF,MJ,lognormal,25384.5,0.2627338112074896,,normal,65315.25000000001,0.28117013597567164,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.003-Cost,0,100 SF,USD_2011,lognormal,"720,480|2,30",0.358424,,normal,"5040,3360|2,30",0.105001,,normal,"7200,4800|2,30",0.141262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.003-Time,0,100 SF,worker_day,lognormal,"0.563529,0.376471|2,30",0.436999,0,normal,"3.92471,2.61529|2,30",0.271156,0,normal,"5.61529,3.74471|2,30",0.28715,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.003-Carbon,0,100 SF,kg,lognormal,118.0,0.43699856350361044,,normal,501.0,0.27115550384930176,,normal,1289.0,0.28714957414889936,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.003-Energy,0,100 SF,MJ,lognormal,2794.0,0.43699856350361044,,normal,11754.0,0.27115550384930176,,normal,26406.0,0.28714957414889936,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.004-Cost,0,225 SF,USD_2011,lognormal,"1620,1080|1,14",0.358423,,lognormal,"9840,6560|1,14",0.0808026,,normal,"14850,9900|1,14",0.128673,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.004-Time,0,225 SF,worker_day,lognormal,"1.37779,0.917206|1,14",0.436998,0,lognormal,"8.39632,5.59868|1,14",0.262734,0,normal,"12.6635,8.44147|1,14",0.28117,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.004-Carbon,0,225 SF,kg,lognormal,265.5,0.4369980754923393,,lognormal,1077.75,0.2627338112074896,,normal,4349.25,0.28117013597567164,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.004-Energy,0,225 SF,MJ,lognormal,6286.5,0.4369980754923393,,lognormal,25384.5,0.2627338112074896,,normal,65315.25000000001,0.28117013597567164,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.011-Cost,0,100 SF,USD_2011,normal,"5220,3480|2,30",0.10139,,normal,"9160,6106.67|2,30",0.139601,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.011-Time,0,100 SF,worker_day,normal,"4.06809,2.71191|2,30",0.269778,0,normal,"7.1399,4.7601|2,30",0.286336,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.011-Carbon,0,100 SF,kg,normal,562.0,0.26977755063468384,,normal,3124.0,0.2863361815893615,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.011-Energy,0,100 SF,MJ,normal,13191.999999999998,0.26977755063468384,,normal,46080.0,0.2863361815893615,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.012-Cost,0,225 SF,USD_2011,lognormal,"10245,6830|1,14",0.0776118,,normal,"18960,12640|1,14",0.12595,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.012-Time,0,225 SF,worker_day,lognormal,"8.7464,5.8336|1,14",0.26177,0,normal,"16.1728,10.7822|1,14",0.279935,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.012-Carbon,0,225 SF,kg,lognormal,1215.0,0.2617701141967376,,normal,6979.5,0.2799346609494176,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.012-Energy,0,225 SF,MJ,lognormal,28620.0,0.2617701141967376,,normal,102615.75,0.2799346609494176,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.013-Cost,0,100 SF,USD_2011,lognormal,"720,480|2,30",0.358424,,normal,"5220,3480|2,30",0.10139,,normal,"9160,6106.67|2,30",0.139601,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.013-Time,0,100 SF,worker_day,lognormal,"0.563529,0.376471|2,30",0.436999,0,normal,"4.06809,2.71191|2,30",0.269778,0,normal,"7.1399,4.7601|2,30",0.286336,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.013-Carbon,0,100 SF,kg,lognormal,118.0,0.43699856350361044,,normal,562.0,0.26977753137293914,,normal,3124.0,0.2863361815893615,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.013-Energy,0,100 SF,MJ,lognormal,2794.0,0.43699856350361044,,normal,13191.999999999998,0.26977753137293914,,normal,46080.0,0.2863361815893615,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.014-Cost,0,225 SF,USD_2011,lognormal,"1620,1080|1,14",0.358423,,lognormal,"10245,6830|1,14",0.0776118,,normal,"18960,12640|1,14",0.12595,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.014-Time,0,225 SF,worker_day,lognormal,"1.37779,0.917206|1,14",0.436998,0,lognormal,"8.7464,5.8336|1,14",0.26177,0,normal,"16.1728,10.7822|1,14",0.279935,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.014-Carbon,0,225 SF,kg,lognormal,265.5,0.4369980754923393,,lognormal,1215.0,0.2617701141967376,,normal,6979.5,0.2799346609494176,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.014-Energy,0,225 SF,MJ,lognormal,6286.5,0.4369980754923393,,lognormal,28620.0,0.2617701141967376,,normal,102615.75,0.2799346609494176,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.021-Cost,0,100 SF,USD_2011,normal,"5850,3150|2,30",0.0980183,,normal,"10160,6350|2,30",0.125234,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.021-Time,0,100 SF,worker_day,normal,"4.56221,2.45779|2,30",0.268529,0,normal,"7.9198,4.95025|2,30",0.279613,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.021-Carbon,0,100 SF,kg,normal,623.0,0.26852856395630775,,normal,3852.0000000000005,0.2796131161182971,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.021-Energy,0,100 SF,MJ,normal,14631.0,0.26852856395630775,,normal,56354.0,0.2796131161182971,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.022-Cost,0,225 SF,USD_2011,lognormal,"11212.5,6037.5|1,14",0.0768252,,normal,"20910,13068.7|1,14",0.113481,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.022-Time,0,225 SF,worker_day,lognormal,"9.56449,5.15051|1,14",0.261538,0,normal,"17.845,11.1569|1,14",0.27455,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.022-Carbon,0,225 SF,kg,lognormal,1350.0,0.2615379854029464,,normal,8617.5,0.2745504290909632,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.022-Energy,0,225 SF,MJ,lognormal,31855.500000000004,0.2615379854029464,,normal,125732.24999999999,0.2745504290909632,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.023-Cost,0,100 SF,USD_2011,lognormal,"780,420|2,30",0.358424,,normal,"5400,3375|2,30",0.098018,,normal,"10160,6350|2,30",0.125234,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.023-Time,0,100 SF,worker_day,lognormal,"0.610294,0.329706|2,30",0.436999,0,normal,"4.21147,2.63316|2,30",0.268528,0,normal,"7.9198,4.95025|2,30",0.279613,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.023-Carbon,0,100 SF,kg,lognormal,118.0,0.43699856350361044,,normal,623.0,0.26852843217797534,,normal,3852.0000000000005,0.2796131161182971,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.023-Energy,0,100 SF,MJ,lognormal,2794.0,0.43699856350361044,,normal,14631.0,0.26852843217797534,,normal,56354.0,0.2796131161182971,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.024-Cost,0,225 SF,USD_2011,lognormal,"1755,945|1,14",0.358423,,lognormal,"10350,6468.75|1,14",0.0768252,,normal,"20910,13068.7|1,14",0.113481,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.024-Time,0,225 SF,worker_day,lognormal,"1.49294,0.802059|1,14",0.436998,0,lognormal,"8.82882,5.51835|1,14",0.261538,0,normal,"17.845,11.1569|1,14",0.27455,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.024-Carbon,0,225 SF,kg,lognormal,265.5,0.4369980754923393,,lognormal,1350.0,0.2615379854029464,,normal,8617.5,0.2745504290909632,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.51.024-Energy,0,225 SF,MJ,lognormal,6286.5,0.4369980754923393,,lognormal,31855.500000000004,0.2615379854029464,,normal,125732.24999999999,0.2745504290909632,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.001-Cost,0,100 SF,USD_2011,normal,"5135,2765|2,30",0.111628,,normal,"9400,5875|2,30",0.128101,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.001-Time,0,100 SF,worker_day,normal,"4.0036,2.1564|2,30",0.27379,0,normal,"7.33108,4.58365|2,30",0.280909,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.001-Carbon,0,100 SF,kg,normal,461.00000000000006,0.2737897657485535,,normal,3415.9999999999995,0.2809088276950734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.001-Energy,0,100 SF,MJ,normal,10795.0,0.2737897657485535,,normal,50189.0,0.2809088276950734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.002-Cost,0,225 SF,USD_2011,lognormal,"9928.75,5346.25|1,14",0.0867475,,normal,"19500,12187.5|1,14",0.122229,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.002-Time,0,225 SF,worker_day,lognormal,"8.4793,4.5707|1,14",0.264623,0,normal,"16.6321,10.3949|1,14",0.27828,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.002-Carbon,0,225 SF,kg,lognormal,987.7499999999999,0.2646226101644551,,normal,7634.25,0.27828030008658233,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.002-Energy,0,225 SF,MJ,lognormal,23226.75,0.2646226101644551,,normal,111863.25,0.27828030008658233,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.003-Cost,0,100 SF,USD_2011,lognormal,"900,480|2,30",0.358424,,normal,"5925,3357.5|2,30",0.111628,,normal,"11750,6658.33|2,30",0.128101,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.003-Time,0,100 SF,worker_day,lognormal,"0.703824,0.376471|2,30",0.436999,0,normal,"4.61934,2.6182|2,30",0.27379,0,normal,"9.1627,5.19419|2,30",0.280909,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.003-Carbon,0,100 SF,kg,lognormal,118.0,0.43699856350361044,,normal,461.00000000000006,0.2737898835709181,,normal,3415.9999999999995,0.2809088276950734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.003-Energy,0,100 SF,MJ,lognormal,2794.0,0.43699856350361044,,normal,10795.0,0.2737898835709181,,normal,50189.0,0.2809088276950734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.004-Cost,0,225 SF,USD_2011,lognormal,"2025,1080|1,14",0.358423,,lognormal,"11456.2,6491.87|1,14",0.0867475,,normal,"24375,13812.5|1,14",0.122229,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.004-Time,0,225 SF,worker_day,lognormal,"1.72324,0.917206|1,14",0.436998,0,lognormal,"9.78217,5.54785|1,14",0.264623,0,normal,"20.7901,11.781|1,14",0.27828,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.004-Carbon,0,225 SF,kg,lognormal,265.5,0.4369980754923393,,lognormal,987.7499999999999,0.2646226101644551,,normal,7634.25,0.27828030008658233,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.004-Energy,0,225 SF,MJ,lognormal,6286.5,0.4369980754923393,,lognormal,23226.75,0.2646226101644551,,normal,111863.25,0.27828030008658233,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.011-Cost,0,100 SF,USD_2011,normal,"6150,3280|2,30",0.107555,,normal,"13150,7451.67|2,30",0.11377,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.011-Time,0,100 SF,worker_day,normal,"4.79779,2.56088|2,30",0.272154,0,normal,"10.2464,5.80507|2,30",0.27467,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.011-Carbon,0,100 SF,kg,normal,521.0,0.27215445257870957,,normal,4289.0,0.27466997608809696,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.011-Energy,0,100 SF,MJ,normal,12234.0,0.27215445257870957,,normal,62517.99999999999,0.27466997608809696,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.012-Cost,0,225 SF,USD_2011,lognormal,"11962.5,6380|1,14",0.0830801,,normal,"27150,15385|1,14",0.108987,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.012-Time,0,225 SF,worker_day,lognormal,"10.1961,5.43456|1,14",0.263443,0,normal,"23.1541,13.1193|1,14",0.272724,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.012-Carbon,0,225 SF,kg,lognormal,1122.75,0.26344315817909636,,normal,9600.75,0.2727237761942249,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.012-Energy,0,225 SF,MJ,lognormal,26462.25,0.26344315817909636,,normal,139603.5,0.2727237761942249,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.013-Cost,0,100 SF,USD_2011,lognormal,"900,480|2,30",0.358424,,normal,"6150,3485|2,30",0.107555,,normal,"13150,7451.67|2,30",0.11377,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.013-Time,0,100 SF,worker_day,lognormal,"0.703824,0.376471|2,30",0.436999,0,normal,"4.79779,2.72066|2,30",0.272155,0,normal,"10.2464,5.80507|2,30",0.27467,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.013-Carbon,0,100 SF,kg,lognormal,118.0,0.43699856350361044,,normal,521.0,0.2721545572450431,,normal,4289.0,0.27466997608809696,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.013-Energy,0,100 SF,MJ,lognormal,2794.0,0.43699856350361044,,normal,12234.0,0.2721545572450431,,normal,62517.99999999999,0.27466997608809696,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.014-Cost,0,225 SF,USD_2011,lognormal,"2025,1080|1,14",0.358423,,lognormal,"11962.5,6778.75|1,14",0.0830801,,normal,"27150,15385|1,14",0.108987,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.014-Time,0,225 SF,worker_day,lognormal,"1.72324,0.917206|1,14",0.436998,0,lognormal,"10.1961,5.77467|1,14",0.263443,0,normal,"23.1541,13.1193|1,14",0.272724,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.014-Carbon,0,225 SF,kg,lognormal,265.5,0.4369980754923393,,lognormal,1122.75,0.26344315817909636,,normal,9600.75,0.2727237761942249,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.52.014-Energy,0,225 SF,MJ,lognormal,6286.5,0.4369980754923393,,lognormal,26462.25,0.26344315817909636,,normal,139603.5,0.2727237761942249,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.001a-Cost,0,100 SF,USD_2011,lognormal,"4575,2440|2,30",0.316965,,lognormal,"5250,2975|2,30",0.397444,,normal,"6750,3825|2,30",0.109784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.001a-Time,0,100 SF,worker_day,lognormal,"4.44015,2.36794|2,30",0.403692,0,lognormal,"5.09853,2.89044|2,30",0.469533,0,normal,"6.55382,3.71485|2,30",0.273043,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.001a-Carbon,0,100 SF,kg,lognormal,1773.0,0.40369163095367333,,lognormal,1911.0,0.46953345576358124,,normal,2485.0,0.273043209294262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.001a-Energy,0,100 SF,MJ,lognormal,19180.0,0.40369163095367333,,lognormal,21960.0,0.46953345576358124,,normal,39329.0,0.273043209294262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.001b-Cost,0,100 SF,USD_2011,lognormal,"3287.5,1753.33|2,30",0.211047,,lognormal,"5737.5,3251.25|2,30",0.250964,,normal,"8062.5,4568.75|2,30",0.100446,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.001b-Time,0,100 SF,worker_day,lognormal,"3.1936,1.70456|2,30",0.327171,0,lognormal,"5.56625,3.15312|2,30",0.354236,0,normal,"7.82846,4.43746|2,30",0.269424,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.001b-Carbon,0,100 SF,kg,lognormal,2004.0,0.32717105678146047,,lognormal,2818.0,0.354235778118666,,normal,3400.0,0.2694243339678851,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.001b-Energy,0,100 SF,MJ,lognormal,21166.0,0.32717105678146047,,lognormal,30520.0,0.354235778118666,,normal,48121.0,0.2694243339678851,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.011a-Cost,0,100 SF,USD_2011,lognormal,"4051.67,2493.33|2,6",0.240371,,normal,"4530,3208.75|2,6",0.0973208,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.011a-Time,0,100 SF,worker_day,lognormal,"3.9375,2.425|2,6",0.346812,0,normal,"4.39279,3.1104|2,6",0.268275,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.011a-Carbon,0,100 SF,kg,lognormal,1954.0,0.3468115321198747,,normal,2326.0,0.2682747489684078,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.011a-Energy,0,100 SF,MJ,lognormal,25284.0,0.3468115321198747,,normal,36474.0,0.2682747489684078,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.011b-Cost,0,100 SF,USD_2011,lognormal,"3997.5,2460|3,8",0.199015,,lognormal,"5900,4179.17|3,8",0.131152,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.011b-Time,0,100 SF,worker_day,lognormal,"3.87537,2.38309|3,8",0.319542,0,lognormal,"5.72441,4.05419|3,8",0.282313,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.011b-Carbon,0,100 SF,kg,lognormal,2108.0,0.31954211118891157,,lognormal,3296.0,0.2823134847825997,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.011b-Energy,0,100 SF,MJ,lognormal,27383.999999999996,0.31954211118891157,,lognormal,46493.0,0.2823134847825997,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.021a-Cost,0,100 SF,USD_2011,lognormal,"3965,2440|4,11",0.316965,,normal,"4980,3527.5|4,11",0.338573,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.021a-Time,0,100 SF,worker_day,lognormal,"3.84809,2.36794|4,11",0.403692,0,normal,"4.83559,3.42581|4,11",0.42087,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.021a-Carbon,0,100 SF,kg,lognormal,1773.0,0.40369163095367333,,normal,2236.0,0.4208698730625951,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.021a-Energy,0,100 SF,MJ,lognormal,19180.0,0.40369163095367333,,normal,31186.0,0.4208698730625951,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.021b-Cost,0,100 SF,USD_2011,lognormal,"3000.83,1846.67|2,6",0.280263,,lognormal,"5730,4058.75|2,6",0.169816,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.021b-Time,0,100 SF,worker_day,lognormal,"2.91213,1.79191|2,6",0.375563,0,lognormal,"5.55691,3.93482|2,6",0.302221,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.021b-Carbon,0,100 SF,kg,lognormal,2002.0,0.3755626970393758,,lognormal,3138.0,0.30222107712060897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.61.021b-Energy,0,100 SF,MJ,lognormal,21121.0,0.3755626970393758,,lognormal,39672.0,0.30222107712060897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.001-Cost,0,100 SF,USD_2011,lognormal,"2134.17,1313.33|3,8",0.188729,,lognormal,"2570,1820.42|3,8",0.215847,,lognormal,"6450,4568.75|3,8",0.079218,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.001-Time,0,100 SF,worker_day,lognormal,"2.06801,1.27132|3,8",0.313239,0,lognormal,"2.49574,1.7682|3,8",0.330288,0,lognormal,"6.26338,4.43746|3,8",0.262251,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.001-Carbon,0,100 SF,kg,lognormal,1764.0,0.35827525491870554,,lognormal,1904.0,0.4457734291197855,,normal,2210.0,0.273043209294262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.001-Energy,0,100 SF,MJ,lognormal,18910.0,0.35827525491870554,,lognormal,21750.0,0.4457734291197855,,normal,30904.000000000004,0.273043209294262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.002-Cost,0,100 SF,USD_2011,lognormal,"2134.17,1313.33|3,8",0.188729,,lognormal,"2570,1820.42|3,8",0.215847,,lognormal,"6450,4568.75|3,8",0.079218,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.002-Time,0,100 SF,worker_day,lognormal,"2.06801,1.27132|3,8",0.313239,0,lognormal,"2.49574,1.7682|3,8",0.330288,0,lognormal,"6.26338,4.43746|3,8",0.262251,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.002-Carbon,0,100 SF,kg,lognormal,2377.0,0.31323876185097677,,lognormal,1995.0,0.3302878644009464,,lognormal,3001.0,0.26225080474743484,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.002-Energy,0,100 SF,MJ,lognormal,24085.0,0.31323876185097677,,lognormal,20870.0,0.3302878644009464,,lognormal,39073.0,0.26225080474743484,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.011-Cost,0,100 SF,USD_2011,lognormal,"2990,1840|2,6",0.256634,,lognormal,"3300,2337.5|2,6",0.369072,,normal,"5400,3825|2,6",0.109784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.011-Time,0,100 SF,worker_day,lognormal,"2.89971,1.78353|2,6",0.358275,0,lognormal,"3.20382,2.26963|2,6",0.445773,0,normal,"5.24353,3.71485|2,6",0.273043,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.011-Carbon,0,100 SF,kg,lognormal,1764.0,0.35827525491870554,,lognormal,1904.0,0.4457734291197855,,normal,2210.0,0.273043209294262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.011-Energy,0,100 SF,MJ,lognormal,18910.0,0.35827525491870554,,lognormal,21750.0,0.4457734291197855,,normal,30904.000000000004,0.273043209294262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.012-Cost,0,100 SF,USD_2011,lognormal,"2990,1840|2,6",0.256634,,lognormal,"3300,2337.5|2,6",0.369072,,normal,"5400,3825|2,6",0.109784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.012-Time,0,100 SF,worker_day,lognormal,"2.89971,1.78353|2,6",0.358275,0,lognormal,"3.20382,2.26963|2,6",0.445773,0,normal,"5.24353,3.71485|2,6",0.273043,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.012-Carbon,0,100 SF,kg,lognormal,2377.0,0.31323876185097677,,lognormal,1995.0,0.3302878644009464,,lognormal,2988.0,0.27520117494126417,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.012-Energy,0,100 SF,MJ,lognormal,24085.0,0.31323876185097677,,lognormal,20870.0,0.3302878644009464,,lognormal,38737.0,0.27520117494126417,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.031-Cost,0,100 SF,USD_2011,normal,"6164.17,3793.33|4,11",0.105341,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.031-Time,0,100 SF,worker_day,normal,"5.98066,3.67956|4,11",0.271287,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.031-Carbon,0,100 SF,kg,normal,2184.0,0.2712872274494229,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.031-Energy,0,100 SF,MJ,normal,30130.0,0.2712872274494229,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.041-Cost,0,100 LF,USD_2011,normal,"4340,1302|1,10",0.458612,,normal,"11100,3330|1,10",0.485919,,lognormal,"37600,11280|1,10",0.0968779,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.041-Time,0,100 LF,worker_day,normal,"3.38132,1.01347|1,10",0.522326,0,normal,"8.61574,2.55971|1,10",0.546459,0,lognormal,"29.3429,8.82882|1,10",0.268114,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.041-Carbon,0,100 LF,kg,normal,234.0,0.5223260762668792,,normal,663.0,0.5464586095226887,,lognormal,35321.0,0.2681143982447282,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.10.71.041-Energy,0,100 LF,MJ,normal,5602.999999999999,0.5223260762668792,,normal,16562.0,0.5464586095226887,,lognormal,341224.0,0.2681143982447282,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.001a-Cost,0,100 SF,USD_2011,lognormal,"3965,2440|6,30",0.316965,,lognormal,"4200,2975|6,30",0.397444,,normal,"5400,3825|6,30",0.109784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.001a-Time,0,100 SF,worker_day,lognormal,"3.09316,1.90456|6,30",0.403692,0,lognormal,"3.27559,2.32081|6,30",0.469533,0,normal,"4.21147,2.9839|6,30",0.273043,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.001a-Carbon,0,100 SF,kg,lognormal,1773.0,0.40369163095367333,,lognormal,1911.0,0.46953345576358124,,normal,2485.0,0.273043209294262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.001a-Energy,0,100 SF,MJ,lognormal,19180.0,0.40369163095367333,,lognormal,21960.0,0.46953345576358124,,normal,39329.0,0.273043209294262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.001b-Cost,0,100 SF,USD_2011,lognormal,"2849.17,1753.33|6,30",0.211047,,lognormal,"4590,3251.25|6,30",0.250964,,normal,"6450,4568.75|6,30",0.100446,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.001b-Time,0,100 SF,worker_day,lognormal,"2.22246,1.36836|6,30",0.327171,0,lognormal,"3.57625,2.53281|6,30",0.354236,0,normal,"5.02787,3.5616|6,30",0.269424,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.001b-Carbon,0,100 SF,kg,lognormal,2004.0,0.32717105678146047,,lognormal,2818.0,0.354235778118666,,normal,3400.0,0.2694243339678851,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.001b-Energy,0,100 SF,MJ,lognormal,21166.0,0.32717105678146047,,lognormal,30520.0,0.354235778118666,,normal,48121.0,0.2694243339678851,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.011a-Cost,0,100 SF,USD_2011,lognormal,"4051.67,2493.33|2,6",0.240371,,normal,"4530,3208.75|2,6",0.0973208,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.011a-Time,0,100 SF,worker_day,lognormal,"3.15875,1.94417|2,6",0.346812,0,normal,"3.52846,2.49866|2,6",0.268275,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.011a-Carbon,0,100 SF,kg,lognormal,1954.0,0.3468115321198747,,normal,2326.0,0.2682747489684078,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.011a-Energy,0,100 SF,MJ,lognormal,25284.0,0.3468115321198747,,normal,36474.0,0.2682747489684078,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.011b-Cost,0,100 SF,USD_2011,lognormal,"3997.5,2460|3,8",0.199015,,lognormal,"5900,4179.17|3,8",0.131152,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.011b-Time,0,100 SF,worker_day,lognormal,"3.11901,1.92066|3,8",0.319542,0,lognormal,"4.59642,3.25518|3,8",0.282313,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.011b-Carbon,0,100 SF,kg,lognormal,2108.0,0.31954211118891157,,lognormal,3296.0,0.2823134847825997,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.011b-Energy,0,100 SF,MJ,lognormal,27383.999999999996,0.31954211118891157,,lognormal,46493.0,0.2823134847825997,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.021a-Cost,0,100 SF,USD_2011,lognormal,"3965,2440|4,11",0.316965,,normal,"4980,3527.5|4,11",0.338573,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.021a-Time,0,100 SF,worker_day,lognormal,"3.09316,1.90456|4,11",0.403692,0,normal,"3.87691,2.74482|4,11",0.42087,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.021a-Carbon,0,100 SF,kg,lognormal,1773.0,0.40369163095367333,,normal,2236.0,0.4208698730625951,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.021a-Energy,0,100 SF,MJ,lognormal,19180.0,0.40369163095367333,,normal,31186.0,0.4208698730625951,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.021b-Cost,0,100 SF,USD_2011,lognormal,"3000.83,1846.67|2,6",0.280263,,lognormal,"5730,4058.75|2,6",0.169816,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.021b-Time,0,100 SF,worker_day,lognormal,"2.33974,1.44017|2,6",0.375563,0,lognormal,"4.46434,3.16175|2,6",0.302221,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.021b-Carbon,0,100 SF,kg,lognormal,2002.0,0.3755626970393758,,lognormal,3138.0,0.30222107712060897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.021b-Energy,0,100 SF,MJ,lognormal,21121.0,0.3755626970393758,,lognormal,39672.0,0.30222107712060897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.101-Cost,0,100 SF,USD_2011,lognormal,"2990,1840|3,8",0.256634,,lognormal,"3300,2337.5|3,8",0.369072,,normal,"5400,3825|3,8",0.109784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.101-Time,0,100 SF,worker_day,lognormal,"2.32779,1.43147|3,8",0.358275,0,lognormal,"2.56868,1.81849|3,8",0.445773,0,normal,"4.21147,2.9839|3,8",0.273043,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.101-Carbon,0,100 SF,kg,lognormal,1764.0,0.35827525491870554,,lognormal,1904.0,0.4457734291197855,,normal,2210.0,0.273043209294262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.101-Energy,0,100 SF,MJ,lognormal,18910.0,0.35827525491870554,,lognormal,21750.0,0.4457734291197855,,normal,30904.000000000004,0.273043209294262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.102-Cost,0,100 SF,USD_2011,lognormal,"2134.17,1313.33|4,11",0.188729,,lognormal,"2570,1820.42|4,11",0.215847,,lognormal,"5760,4080|4,11",0.115046,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.102-Time,0,100 SF,worker_day,lognormal,"1.66386,1.02409|4,11",0.313239,0,lognormal,"2.00385,1.41961|4,11",0.330288,0,lognormal,"4.48824,3.17882|4,11",0.275201,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.102-Carbon,0,100 SF,kg,lognormal,2377.0,0.31323876185097677,,lognormal,1995.0,0.3302878644009464,,lognormal,2988.0,0.27520117494126417,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.102-Energy,0,100 SF,MJ,lognormal,24085.0,0.31323876185097677,,lognormal,20870.0,0.3302878644009464,,lognormal,38737.0,0.27520117494126417,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.111-Cost,0,100 SF,USD_2011,lognormal,"2990,1840|2,6",0.256634,,lognormal,"3300,2337.5|2,6",0.369072,,normal,"5400,3825|2,6",0.109784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.111-Time,0,100 SF,worker_day,lognormal,"2.32779,1.43147|2,6",0.358275,0,lognormal,"2.56868,1.81849|2,6",0.445773,0,normal,"4.21147,2.9839|2,6",0.273043,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.111-Carbon,0,100 SF,kg,lognormal,1764.0,0.35827525491870554,,lognormal,1904.0,0.4457734291197855,,normal,2210.0,0.273043209294262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.111-Energy,0,100 SF,MJ,lognormal,18910.0,0.35827525491870554,,lognormal,21750.0,0.4457734291197855,,normal,30904.000000000004,0.273043209294262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.121-Cost,0,100 SF,USD_2011,lognormal,"2134.17,1313.33|3,8",0.188729,,lognormal,"2570,1820.42|3,8",0.215847,,lognormal,"6450,4568.75|3,8",0.079218,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.121-Time,0,100 SF,worker_day,lognormal,"1.66386,1.02409|3,8",0.313239,0,lognormal,"2.00385,1.41961|3,8",0.330288,0,lognormal,"5.02787,3.5616|3,8",0.262251,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.121-Carbon,0,100 SF,kg,lognormal,2377.0,0.31323876185097677,,lognormal,1995.0,0.3302878644009464,,lognormal,3001.0,0.26225080474743484,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.121-Energy,0,100 SF,MJ,lognormal,24085.0,0.31323876185097677,,lognormal,20870.0,0.3302878644009464,,lognormal,39073.0,0.26225080474743484,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.131-Cost,0,100 SF,USD_2011,normal,"6164.17,3793.33|4,11",0.105341,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.131-Time,0,100 SF,worker_day,normal,"4.80871,2.96086|4,11",0.271287,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.131-Carbon,0,100 SF,kg,normal,2184.0,0.2712872274494229,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.131-Energy,0,100 SF,MJ,normal,30130.0,0.2712872274494229,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.201a-Cost,0,30 LF,USD_2011,normal,"16472.3,10136.8|2,8",0.194633,,normal,"82361.5,50684|2,8",0.194632,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.201a-Time,0,30 LF,worker_day,normal,"2.42321,1.49152|2,8",0.316831,0,normal,"12.1161,7.45762|2,8",0.316831,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.201a-Carbon,0,30 LF,kg,normal,11544.0,0.3168309536433467,,normal,57712.2,0.316830829134799,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.201a-Energy,0,30 LF,MJ,normal,163991.1,0.3168309536433467,,normal,819951.6,0.316830829134799,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.201b-Cost,0,30 LF,USD_2011,normal,"82361.5,50684|2,8",0.194633,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.201b-Time,0,30 LF,worker_day,normal,"12.1161,7.45762|2,8",0.316831,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.201b-Carbon,0,30 LF,kg,normal,57712.2,0.3168311694598329,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.11.201b-Energy,0,30 LF,MJ,normal,819951.6,0.3168311694598329,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.001-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2055,1096|20,100",0.166803,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.001-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"0.905206,0.482118|20,100",0.300538,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.001-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,406.2,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.001-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,9437.4,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.002-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.002-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.002-Carbon,0,30 SF,kg,lognormal,1024.8,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.002-Energy,0,30 SF,MJ,lognormal,23784.0,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.011-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2364,1674.5|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.011-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.04382,0.739632|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.011-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,1024.8,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.011-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,23784.0,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.021-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.021-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.021-Carbon,0,30 SF,kg,lognormal,1024.8,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.021-Energy,0,30 SF,MJ,lognormal,23784.0,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.022-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2055,1096|20,100",0.166803,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.022-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"0.905206,0.482118|20,100",0.300538,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.022-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,406.2,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.022-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,9437.4,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.023-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2055,1096|20,100",0.166803,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.023-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"0.905206,0.482118|20,100",0.300538,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.023-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,406.2,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.023-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,9437.4,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.031-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2055,1096|20,100",0.166803,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.031-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"0.905206,0.482118|20,100",0.300538,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.031-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,406.2,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.031-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,9437.4,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.032-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2055,1096|20,100",0.166803,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.032-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"0.905206,0.482118|20,100",0.300538,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.032-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,406.2,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.032-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,9437.4,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.033-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.033-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.033-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,406.2,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.033-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,9437.4,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.034-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.034-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.034-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,406.2,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.034-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,9437.4,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.035-Cost,0,32 SF,USD_2011,lognormal,"4728,2521.6|13,63",0.118498,,lognormal,"4728,2521.6|13,63",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.035-Time,0,32 SF,worker_day,lognormal,"2.08729,1.11388|13,63",0.276662,0,lognormal,"2.08729,1.11388|13,63",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.035-Carbon,0,32 SF,kg,lognormal,649.92,0.27666203900550834,,lognormal,649.92,0.27666203900550834,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.035-Energy,0,32 SF,MJ,lognormal,15099.84,0.27666203900550834,,lognormal,15099.84,0.27666203900550834,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.036-Cost,0,32 SF,USD_2011,lognormal,"4728,2521.6|13,63",0.118498,,lognormal,"4728,2521.6|13,63",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.036-Time,0,32 SF,worker_day,lognormal,"2.08729,1.11388|13,63",0.276662,0,lognormal,"2.08729,1.11388|13,63",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.036-Carbon,0,32 SF,kg,lognormal,649.92,0.27666203900550834,,lognormal,649.92,0.27666203900550834,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.036-Energy,0,32 SF,MJ,lognormal,15099.84,0.27666203900550834,,lognormal,15099.84,0.27666203900550834,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.037-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.037-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.037-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,406.2,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.037-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,9437.4,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.038-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.038-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.038-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,406.2,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.038-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,9437.4,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.039-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.039-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.039-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,406.2,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.039-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,9437.4,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.040-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.040-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.040-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,406.2,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.040-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,9437.4,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.041-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.041-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.041-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,406.2,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.041-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,9437.4,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.051-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.051-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.051-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,406.2,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.051-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,9437.4,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.052-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.052-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.052-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,406.2,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.052-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,9437.4,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.053-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.053-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.053-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,406.2,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.053-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,9437.4,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.054-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.054-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.054-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,406.2,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.054-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,9437.4,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.061-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.061-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.061-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,406.2,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.061-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,9437.4,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.071-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2364,1674.5|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.071-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.04382,0.739632|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.071-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,1024.8,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.071-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,23784.0,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.072-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2364,1674.5|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.072-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.04382,0.739632|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.072-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,1024.8,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.072-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,23784.0,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.081-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.081-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.081-Carbon,0,30 SF,kg,lognormal,1024.8,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.081-Energy,0,30 SF,MJ,lognormal,23784.0,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.082-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.082-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.082-Carbon,0,30 SF,kg,lognormal,1024.8,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.082-Energy,0,30 SF,MJ,lognormal,23784.0,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.083-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2364,1674.5|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.083-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.04382,0.739632|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.083-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,1024.8,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.083-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,23784.0,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.084-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2364,1674.5|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.084-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.04382,0.739632|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.084-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,1024.8,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.084-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,23784.0,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.091-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2364,1674.5|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.091-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.04382,0.739632|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.091-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,1024.8,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.091-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,23784.0,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.101-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2364,1674.5|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.101-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.04382,0.739632|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.101-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,1024.8,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.101-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,23784.0,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.201-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2364,1674.5|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.201-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.04382,0.739632|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.201-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,1024.8,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.22.201-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,23784.0,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.001-Cost,0,30 SF,USD_2011,lognormal,"924,539|44,434",0.282108,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.001-Time,0,30 SF,worker_day,lognormal,"0.683235,0.400147|44,434",0.376942,0,lognormal,"1.02,1.02|44,434",0.300538,0,lognormal,"1.02,1.02|44,434",0.300538,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.001-Carbon,0,30 SF,kg,lognormal,406.2,0.3769418824147771,,lognormal,1024.8,0.3005381306067065,,lognormal,1024.8,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.001-Energy,0,30 SF,MJ,lognormal,9437.4,0.3769418824147771,,lognormal,23784.0,0.3005381306067065,,lognormal,23784.0,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.002-Cost,0,30 SF,USD_2011,lognormal,"924,539|44,434",0.282108,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.002-Time,0,30 SF,worker_day,lognormal,"0.683235,0.400147|44,434",0.376942,0,lognormal,"1.02,1.02|44,434",0.300538,0,lognormal,"1.02,1.02|44,434",0.300538,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.002-Carbon,0,30 SF,kg,lognormal,406.2,0.3769418824147771,,lognormal,1024.8,0.3005381306067065,,lognormal,1024.8,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.002-Energy,0,30 SF,MJ,lognormal,9437.4,0.3769418824147771,,lognormal,23784.0,0.3005381306067065,,lognormal,23784.0,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.011-Cost,0,30 SF,USD_2011,lognormal,"924,539|44,434",0.282108,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.011-Time,0,30 SF,worker_day,lognormal,"0.683235,0.400147|44,434",0.376942,0,lognormal,"1.02,1.02|44,434",0.300538,0,lognormal,"1.02,1.02|44,434",0.300538,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.011-Carbon,0,30 SF,kg,lognormal,406.2,0.3769418824147771,,lognormal,1024.8,0.3005381306067065,,lognormal,1024.8,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.011-Energy,0,30 SF,MJ,lognormal,9437.4,0.3769418824147771,,lognormal,23784.0,0.3005381306067065,,lognormal,23784.0,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.021-Cost,0,30 SF,USD_2011,lognormal,"924,539|44,434",0.282108,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.021-Time,0,30 SF,worker_day,lognormal,"0.683235,0.400147|44,434",0.376942,0,lognormal,"1.02,1.02|44,434",0.300538,0,lognormal,"1.02,1.02|44,434",0.300538,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.021-Carbon,0,30 SF,kg,lognormal,406.2,0.3769418824147771,,lognormal,1024.8,0.3005381306067065,,lognormal,1024.8,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.021-Energy,0,30 SF,MJ,lognormal,9437.4,0.3769418824147771,,lognormal,23784.0,0.3005381306067065,,lognormal,23784.0,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.031-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2055,1096|20,100",0.166803,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.031-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"0.905206,0.482118|20,100",0.300538,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.031-Carbon,0,30 SF,kg,lognormal,1024.8,0.3005381306067065,,lognormal,1024.8,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.031-Energy,0,30 SF,MJ,lognormal,23784.0,0.3005381306067065,,lognormal,23784.0,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.032-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2055,1096|20,100",0.166803,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.032-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"0.905206,0.482118|20,100",0.300538,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.032-Carbon,0,30 SF,kg,lognormal,1024.8,0.3005381306067065,,lognormal,1024.8,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.032-Energy,0,30 SF,MJ,lognormal,23784.0,0.3005381306067065,,lognormal,23784.0,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.033-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2055,1096|20,100",0.166803,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.033-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"0.905206,0.482118|20,100",0.300538,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.033-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,1024.8,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.033-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,23784.0,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.034-Cost,0,30 SF,USD_2011,lognormal,"2055,1096|20,100",0.166803,,lognormal,"2055,1096|20,100",0.166803,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.034-Time,0,30 SF,worker_day,lognormal,"0.905206,0.482118|20,100",0.300538,0,lognormal,"0.905206,0.482118|20,100",0.300538,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.034-Carbon,0,30 SF,kg,lognormal,406.2,0.3005381306067065,,lognormal,1024.8,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.034-Energy,0,30 SF,MJ,lognormal,9437.4,0.3005381306067065,,lognormal,23784.0,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.041-Cost,0,30 SF,USD_2011,lognormal,"924,539|44,434",0.282108,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.041-Time,0,30 SF,worker_day,lognormal,"0.683235,0.400147|44,434",0.376942,0,lognormal,"1.02,1.02|44,434",0.300538,0,lognormal,"1.02,1.02|44,434",0.300538,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.041-Carbon,0,30 SF,kg,lognormal,406.2,0.3769418824147771,,lognormal,1024.8,0.3005381306067065,,lognormal,1024.8,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.041-Energy,0,30 SF,MJ,lognormal,9437.4,0.3769418824147771,,lognormal,23784.0,0.3005381306067065,,lognormal,23784.0,0.3005381306067065,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.051-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.051-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.051-Carbon,0,30 SF,kg,lognormal,1024.8,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.051-Energy,0,30 SF,MJ,lognormal,23784.0,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.052-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.052-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.052-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.052-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.053-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.053-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.053-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.053-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.054-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.054-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.054-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.054-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.055-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.055-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.055-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.055-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.056-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.056-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.056-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.056-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.057-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.057-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.057-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.057-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.058-Cost,0,30 SF,USD_2011,lognormal,"2955,1576|20,100",0.118498,,lognormal,"2955,1576|20,100",0.118498,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.058-Time,0,30 SF,worker_day,lognormal,"1.30456,0.696176|20,100",0.276662,0,lognormal,"1.30456,0.696176|20,100",0.276662,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.058-Carbon,0,30 SF,kg,lognormal,406.2,0.2766619850229576,,lognormal,1024.8,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.20.23.058-Energy,0,30 SF,MJ,lognormal,9437.4,0.2766619850229576,,lognormal,23784.0,0.2766619850229576,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.011-Cost,0,100 SF,USD_2011,lognormal,"840,490|13,130",0.576183,,lognormal,"2220,1184|13,130",0.307432,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.011-Time,0,100 SF,worker_day,lognormal,"0.954412,0.568382|13,130",0.628082,0,lognormal,"2.41618,1.27353|13,130",0.39625,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.011-Carbon,0,100 SF,kg,lognormal,41.0,0.6280817987681238,,lognormal,154.0,0.3962500914742398,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.011-Energy,0,100 SF,MJ,lognormal,985.0,0.6280817987681238,,lognormal,3769.0,0.3962500914742398,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.012-Cost,0,100 SF,USD_2011,lognormal,"1332.5,820|5,50",0.480347,,lognormal,"3000,1600|5,50",0.369231,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.012-Time,0,100 SF,worker_day,lognormal,"1.46915,0.903897|5,50",0.54151,0,lognormal,"3.31294,1.76882|5,50",0.445905,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.012-Carbon,0,100 SF,kg,lognormal,56.00000000000001,0.5415098619560671,,lognormal,213.0,0.44590529925551836,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.012-Energy,0,100 SF,MJ,lognormal,1329.0,0.5415098619560671,,lognormal,5177.0,0.44590529925551836,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.013-Cost,0,100 SF,USD_2011,lognormal,"812.5,500|1,10",0.636668,,lognormal,"1545,824|1,10",0.431094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.013-Time,0,100 SF,worker_day,lognormal,"0.896801,0.552132|1,10",0.683993,0,lognormal,"1.70801,0.912794|1,10",0.498339,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.013-Carbon,0,100 SF,kg,lognormal,24.0,0.6839925049553918,,lognormal,54.0,0.4983391811125366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.013-Energy,0,100 SF,MJ,lognormal,576.0,0.6839925049553918,,lognormal,1313.0,0.4983391811125366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.014-Cost,0,100 SF,USD_2011,lognormal,"1235,760|1,10",0.514934,,lognormal,"2325,1240|1,10",0.469111,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.014-Time,0,100 SF,worker_day,lognormal,"1.36434,0.840441|1,10",0.572413,0,lognormal,"2.56478,1.36809|1,10",0.531568,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.014-Carbon,0,100 SF,kg,lognormal,40.0,0.5724131711153173,,lognormal,112.99999999999999,0.5315682952714539,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.11.014-Energy,0,100 SF,MJ,lognormal,919.9999999999999,0.5724131711153173,,lognormal,2721.0,0.5315682952714539,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.001a-Cost,0,1 EA,USD_2011,lognormal,"9392.5,5780|1,5",0.143317,,lognormal,"10837.5,5780|1,5",0.143317,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.001a-Time,0,1 EA,worker_day,lognormal,"10.3594,6.37505|1,5",0.288166,0,lognormal,"11.9532,6.37505|1,5",0.288166,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.001a-Carbon,0,1 EA,kg,lognormal,2662.63,0.288166210328075,,lognormal,2662.63,0.288166210328075,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.001a-Energy,0,1 EA,MJ,lognormal,60052.19,0.288166210328075,,lognormal,60052.19,0.288166210328075,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.001b-Cost,0,1 EA,USD_2011,lognormal,"14560,8960|1,5",0.172146,,lognormal,"16800,8960|1,5",0.172146,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.001b-Time,0,1 EA,worker_day,lognormal,"16.0588,9.88231|1,5",0.303536,0,lognormal,"18.5294,9.88231|1,5",0.303536,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.001b-Carbon,0,1 EA,kg,lognormal,4767.74,0.3035364522353204,,lognormal,4767.74,0.3035364522353204,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.001b-Energy,0,1 EA,MJ,lognormal,106732.9,0.3035364522353204,,lognormal,106732.9,0.3035364522353204,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.001c-Cost,0,1 EA,USD_2011,lognormal,"19727.5,12140|1,5",0.185834,,lognormal,"22762.5,12140|1,5",0.185834,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.001c-Time,0,1 EA,worker_day,lognormal,"21.7582,13.3897|1,5",0.311503,0,lognormal,"25.1057,13.3897|1,5",0.311503,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.001c-Carbon,0,1 EA,kg,lognormal,6872.85,0.31150321457077607,,lognormal,6872.85,0.31150321457077607,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.001c-Energy,0,1 EA,MJ,lognormal,153413.62,0.31150321457077607,,lognormal,153413.62,0.31150321457077607,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.002a-Cost,0,1 EA,USD_2011,normal,"9787.5,5220|1,5",0.220933,,normal,"9787.5,5220|1,5",0.220937,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.002a-Time,0,1 EA,worker_day,normal,"10.795,5.75736|1,5",0.333633,0,normal,"10.795,5.75736|1,5",0.333636,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.002a-Carbon,0,1 EA,kg,normal,2016.25,0.33363331723343714,,normal,2016.25,0.33363613354513244,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.002a-Energy,0,1 EA,MJ,normal,45398.14,0.33363331723343714,,normal,45398.14,0.33363613354513244,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.002b-Cost,0,1 EA,USD_2011,lognormal,"14700,7840|1,5",0.173322,,lognormal,"14700,7840|1,5",0.173322,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.002b-Time,0,1 EA,worker_day,lognormal,"16.2132,8.64704|1,5",0.304205,0,lognormal,"16.2132,8.64704|1,5",0.304205,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.002b-Carbon,0,1 EA,kg,lognormal,3474.97,0.30420497621685944,,lognormal,3474.97,0.30420497621685944,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.002b-Energy,0,1 EA,MJ,lognormal,77424.81,0.30420497621685944,,lognormal,77424.81,0.30420497621685944,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.002c-Cost,0,1 EA,USD_2011,normal,"19612.5,10460|1,5",0.164324,,normal,"19612.5,10460|1,5",0.164328,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.002c-Time,0,1 EA,worker_day,normal,"21.6315,11.5368|1,5",0.29917,0,normal,"21.6315,11.5368|1,5",0.299171,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.002c-Carbon,0,1 EA,kg,normal,4933.7,0.2991697208798608,,normal,4933.7,0.29917140181178675,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.31.002c-Energy,0,1 EA,MJ,normal,109451.48,0.2991697208798608,,normal,109451.48,0.29917140181178675,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.41.001-Cost,0,10 LF,USD_2011,normal,"810,432|10,50",0.249194,,normal,"810,432|10,50",0.249184,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.41.001-Time,0,10 LF,worker_day,normal,"0.786159,0.419276|10,50",0.352984,0,normal,"0.786159,0.419276|10,50",0.352977,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.41.001-Carbon,0,10 LF,kg,normal,200.83,0.3529840050095505,,normal,200.83,0.3529771107839739,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-B.30.41.001-Energy,0,10 LF,MJ,normal,5398.36,0.3529840050095505,,normal,5398.36,0.3529771107839739,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001a-Cost,0,100 LF,USD_2011,normal,"2677.5,1428|1,10",0.48138,,lognormal,"6825,3640|1,10",0.555913,,lognormal,"10500,7437.5|1,10",0.195861,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001a-Time,0,100 LF,worker_day,normal,"2.12563,1.15175|1,10",0.542427,0,lognormal,"5.28316,2.80074|1,10",0.60954,0,lognormal,"8.12397,5.73702|1,10",0.317587,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001a-Carbon,0,100 LF,kg,normal,208.0,0.5424267481066894,,lognormal,585.0,0.6095402090899953,,lognormal,13026.0,0.31758684036347046,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001a-Energy,0,100 LF,MJ,normal,4979.0,0.5424267481066894,,lognormal,14963.0,0.6095402090899953,,lognormal,151970.0,0.31758684036347046,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001b-Cost,0,100 LF,USD_2011,normal,"3570,1071|1,10",0.48138,,lognormal,"9100,2730|1,10",0.555913,,lognormal,"17500,5250|1,10",0.195861,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001b-Time,0,100 LF,worker_day,normal,"2.82125,0.8735|1,10",0.542427,0,lognormal,"7.05632,2.09147|1,10",0.60954,0,lognormal,"13.5799,4.03206|1,10",0.317587,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001b-Carbon,0,100 LF,kg,normal,208.0,0.5424267481066894,,lognormal,585.0,0.6095402090899953,,lognormal,13026.0,0.31758684036347046,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001b-Energy,0,100 LF,MJ,normal,4979.0,0.5424267481066894,,lognormal,14963.0,0.6095402090899953,,lognormal,151970.0,0.31758684036347046,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001c-Cost,0,100 LF,USD_2011,normal,"1428,428.4|1,10",0.48138,,lognormal,"3640,1092|1,10",0.555914,,lognormal,"7000,2100|1,10",0.195861,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001c-Time,0,100 LF,worker_day,normal,"1.0765,0.2974|1,10",0.542427,0,lognormal,"2.84853,0.862588|1,10",0.609541,0,lognormal,"5.45794,1.63882|1,10",0.317587,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001c-Carbon,0,100 LF,kg,normal,78.0,0.5424267850929502,,lognormal,234.0,0.6095407596844931,,lognormal,5213.0,0.31758715430946644,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001c-Energy,0,100 LF,MJ,normal,1989.0,0.5424267850929502,,lognormal,5979.999999999999,0.6095407596844931,,lognormal,60788.0,0.31758715430946644,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001d-Cost,0,100 LF,USD_2011,normal,"1785,535.5|1,10",0.48138,,lognormal,"4550,1365|1,10",0.555913,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001d-Time,0,100 LF,worker_day,normal,"1.34563,0.37175|1,10",0.542427,0,lognormal,"3.59316,1.11074|1,10",0.60954,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001d-Carbon,0,100 LF,kg,normal,104.0,0.5424267731160355,,lognormal,299.0,0.6095401475005744,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.001d-Energy,0,100 LF,MJ,normal,2496.0,0.5424267731160355,,lognormal,7488.0,0.6095401475005744,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.011a-Cost,0,100 LF,USD_2011,normal,"4340,1302|1,10",0.458612,,normal,"11100,3330|1,10",0.485919,,lognormal,"33900,10170|1,10",0.235145,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.011a-Time,0,100 LF,worker_day,normal,"3.38132,1.01347|1,10",0.522326,0,normal,"8.61574,2.55971|1,10",0.546459,0,lognormal,"26.471,7.97559|1,10",0.34321,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.011a-Carbon,0,100 LF,kg,normal,234.0,0.5223260762668792,,normal,663.0,0.5464586095226887,,lognormal,35321.0,0.2681143982447282,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.10.11.011a-Energy,0,100 LF,MJ,normal,5602.999999999999,0.5223260762668792,,normal,16562.0,0.5464586095226887,,lognormal,341224.0,0.2681143982447282,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.001a-Cost,0,1 EA,USD_2011,normal,"4340,1302|1,10",0.458612,,normal,"11100,3330|1,10",0.485919,,lognormal,"33900,10170|1,10",0.235145,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.001a-Time,0,1 EA,worker_day,normal,"3.38132,1.01347|1,10",0.522326,0,normal,"8.61574,2.55971|1,10",0.546459,0,lognormal,"26.471,7.97559|1,10",0.34321,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.001a-Carbon,0,1 EA,kg,lognormal,39.53,1.02100898141168,,lognormal,339.59,0.6313687850477878,,normal,22330.11,0.4680368394178791,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.001a-Energy,0,1 EA,MJ,lognormal,940.85,1.02100898141168,,lognormal,8712.46,0.6313687850477878,,normal,301678.87,0.4680368394178791,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.001b-Cost,0,1 EA,USD_2011,normal,"4340,1302|1,10",0.458612,,normal,"11100,3330|1,10",0.485919,,lognormal,"37600,11280|1,10",0.0968779,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.001b-Time,0,1 EA,worker_day,normal,"3.38132,1.01347|1,10",0.522326,0,normal,"8.61574,2.55971|1,10",0.546459,0,lognormal,"29.3429,8.82882|1,10",0.268114,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.001b-Carbon,0,1 EA,kg,lognormal,39.53,1.02100898141168,,lognormal,339.59,0.6313687850477878,,normal,22330.11,0.4680368394178791,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.001b-Energy,0,1 EA,MJ,lognormal,940.85,1.02100898141168,,lognormal,8712.46,0.6313687850477878,,normal,301678.87,0.4680368394178791,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.011a-Cost,0,1 EA,USD_2011,lognormal,"1400,420|5,10",0.801477,,lognormal,"7400,2220|5,10",0.56935,,normal,"45900,13770|5,10",0.361304,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.011a-Time,0,1 EA,worker_day,lognormal,"1.54416,0.463276|5,10",0.839562,0,lognormal,"8.16178,2.44855|5,10",0.62182,0,normal,"50.625,15.1875|5,10",0.439364,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.011a-Carbon,0,1 EA,kg,lognormal,136.72,0.8395623307494452,,lognormal,725.04,0.6218196534024681,,normal,26019.78,0.4393637990122578,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.011a-Energy,0,1 EA,MJ,lognormal,3233.83,0.8395623307494452,,lognormal,20540.69,0.6218196534024681,,normal,352471.24,0.4393637990122578,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.011b-Cost,0,1 EA,USD_2011,lognormal,"1400,420|5,10",0.801477,,lognormal,"7400,2220|5,10",0.56935,,normal,"45900,13770|5,10",0.361304,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.011b-Time,0,1 EA,worker_day,lognormal,"1.54416,0.463276|5,10",0.839562,0,lognormal,"8.16178,2.44855|5,10",0.62182,0,normal,"50.625,15.1875|5,10",0.439364,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.011b-Carbon,0,1 EA,kg,lognormal,136.72,0.8395623307494452,,lognormal,725.04,0.6218196534024681,,normal,26019.78,0.4393637990122578,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.011b-Energy,0,1 EA,MJ,lognormal,3233.83,0.8395623307494452,,lognormal,20540.69,0.6218196534024681,,normal,352471.24,0.4393637990122578,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021a-Cost,0,1 EA,USD_2011,lognormal,"910,560|3,10",0.801477,,lognormal,"4440,3145|3,10",0.56935,,normal,"29940,21207.5|3,10",0.343211,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021a-Time,0,1 EA,worker_day,lognormal,"1.00372,0.617688|3,10",0.839562,0,lognormal,"4.89708,3.46877|3,10",0.62182,0,normal,"33.0221,23.3906|3,10",0.42461,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021a-Carbon,0,1 EA,kg,lognormal,136.72,0.8395623307494452,,lognormal,725.04,0.6218196534024681,,normal,28479.57,0.4246099745907701,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021a-Energy,0,1 EA,MJ,lognormal,3233.83,0.8395623307494452,,lognormal,20540.69,0.6218196534024681,,normal,386332.81,0.4246099745907701,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021b-Cost,0,1 EA,USD_2011,lognormal,"840,560|3,10",0.801477,,lognormal,"4440,2960|3,10",0.56935,,normal,"29940,19960|3,10",0.343211,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021b-Time,0,1 EA,worker_day,lognormal,"0.926512,0.617688|3,10",0.839562,0,lognormal,"4.89708,3.26472|3,10",0.62182,0,normal,"33.0221,22.0147|3,10",0.42461,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021b-Carbon,0,1 EA,kg,lognormal,136.72,0.8395623307494452,,lognormal,725.04,0.6218196534024681,,normal,28479.57,0.4246099745907701,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021b-Energy,0,1 EA,MJ,lognormal,3233.83,0.8395623307494452,,lognormal,20540.69,0.6218196534024681,,normal,386332.81,0.4246099745907701,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021c-Cost,0,1 EA,USD_2011,lognormal,"910,560|3,10",0.801477,,lognormal,"4440,3145|3,10",0.56935,,normal,"29940,21207.5|3,10",0.343211,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021c-Time,0,1 EA,worker_day,lognormal,"1.00372,0.617688|3,10",0.839562,0,lognormal,"4.89708,3.46877|3,10",0.62182,0,normal,"33.0221,23.3906|3,10",0.42461,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021c-Carbon,0,1 EA,kg,lognormal,136.72,0.8395623307494452,,lognormal,725.04,0.6218196534024681,,normal,28479.57,0.4246099745907701,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021c-Energy,0,1 EA,MJ,lognormal,3233.83,0.8395623307494452,,lognormal,20540.69,0.6218196534024681,,normal,386332.81,0.4246099745907701,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021d-Cost,0,1 EA,USD_2011,lognormal,"840,560|3,10",0.801477,,lognormal,"4440,2960|3,10",0.56935,,normal,"29940,19960|3,10",0.343211,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021d-Time,0,1 EA,worker_day,lognormal,"0.926512,0.617688|3,10",0.839562,0,lognormal,"4.89708,3.26472|3,10",0.62182,0,normal,"33.0221,22.0147|3,10",0.42461,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021d-Carbon,0,1 EA,kg,lognormal,136.72,0.8395623307494452,,lognormal,725.04,0.6218196534024681,,normal,28479.57,0.4246099745907701,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.021d-Energy,0,1 EA,MJ,lognormal,3233.83,0.8395623307494452,,lognormal,20540.69,0.6218196534024681,,normal,386332.81,0.4246099745907701,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.031a-Cost,0,1 EA,USD_2011,lognormal,"480,320|3,10",0.989929,,lognormal,"3240,2160|3,10",0.579764,,normal,"25140,16760|3,10",0.383059,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.031a-Time,0,1 EA,worker_day,lognormal,"0.529435,0.352965|3,10",1.02101,0,lognormal,"3.57349,2.38231|3,10",0.631369,0,normal,"27.7279,18.4853|3,10",0.457421,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.031a-Carbon,0,1 EA,kg,lognormal,39.53,1.02100898141168,,lognormal,339.59,0.6313687850477878,,normal,23560.0,0.4574208982641925,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.031a-Energy,0,1 EA,MJ,lognormal,940.85,1.02100898141168,,lognormal,8712.46,0.6313687850477878,,normal,318609.66,0.4574208982641925,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.031b-Cost,0,1 EA,USD_2011,lognormal,"480,320|3,10",0.989929,,lognormal,"3240,2160|3,10",0.579764,,normal,"25140,16760|3,10",0.383059,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.031b-Time,0,1 EA,worker_day,lognormal,"0.444718,0.296482|3,10",1.02101,0,lognormal,"3.00179,2.00121|3,10",0.631369,0,normal,"23.2915,15.5277|3,10",0.457421,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.031b-Carbon,0,1 EA,kg,lognormal,39.53,1.02100898141168,,lognormal,339.59,0.6313687850477878,,normal,23560.0,0.4574208982641925,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.20.11.031b-Energy,0,1 EA,MJ,lognormal,940.85,1.02100898141168,,lognormal,8712.46,0.6313687850477878,,normal,318609.66,0.4574208982641925,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001a-Cost,0,100 LF,USD_2011,lognormal,"3240,2160|1,3",0.15424,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001a-Time,0,100 LF,worker_day,lognormal,"3.02029,2.01971|1,3",0.293751,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001a-Carbon,0,100 LF,kg,lognormal,756.0,0.2937514945412086,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001a-Energy,0,100 LF,MJ,lognormal,17991.0,0.2937514945412086,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001b-Cost,0,100 LF,USD_2011,lognormal,"3240,2160|1,3",0.15424,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001b-Time,0,100 LF,worker_day,lognormal,"3.02029,2.01971|1,3",0.293751,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001b-Carbon,0,100 LF,kg,lognormal,756.0,0.2937514945412086,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001b-Energy,0,100 LF,MJ,lognormal,17991.0,0.2937514945412086,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001c-Cost,0,100 LF,USD_2011,lognormal,"3240,2160|1,3",0.15424,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001c-Time,0,100 LF,worker_day,lognormal,"3.02029,2.01971|1,3",0.293751,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001c-Carbon,0,100 LF,kg,lognormal,756.0,0.2937514945412086,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001c-Energy,0,100 LF,MJ,lognormal,17991.0,0.2937514945412086,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001d-Cost,0,100 LF,USD_2011,lognormal,"3240,2160|1,3",0.15424,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001d-Time,0,100 LF,worker_day,lognormal,"3.02029,2.01971|1,3",0.293751,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001d-Carbon,0,100 LF,kg,lognormal,756.0,0.2937514945412086,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.001d-Energy,0,100 LF,MJ,lognormal,17991.0,0.2937514945412086,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002a-Cost,0,100 LF,USD_2011,normal,"8640,5760|1,3",0.220839,,lognormal,"34992,23328|1,3",0.0947797,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002a-Time,0,100 LF,worker_day,normal,"7.99412,5.32588|1,3",0.333571,0,lognormal,"32.4032,21.5968|1,3",0.267363,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002a-Carbon,0,100 LF,kg,normal,729.0,0.3335710671726506,,lognormal,14220.0,0.2673634144065815,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002a-Energy,0,100 LF,MJ,normal,17262.0,0.3335710671726506,,lognormal,350118.0,0.2673634144065815,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002b-Cost,0,100 LF,USD_2011,normal,"8640,5760|1,3",0.220839,,lognormal,"34992,23328|1,3",0.0947797,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002b-Time,0,100 LF,worker_day,normal,"7.99412,5.32588|1,3",0.333571,0,lognormal,"32.4032,21.5968|1,3",0.267363,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002b-Carbon,0,100 LF,kg,normal,729.0,0.3335710671726506,,lognormal,14220.0,0.2673634144065815,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002b-Energy,0,100 LF,MJ,normal,17262.0,0.3335710671726506,,lognormal,350118.0,0.2673634144065815,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002c-Cost,0,100 LF,USD_2011,normal,"8640,5760|1,3",0.220839,,lognormal,"34992,23328|1,3",0.0947797,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002c-Time,0,100 LF,worker_day,normal,"7.99412,5.32588|1,3",0.333571,0,lognormal,"32.4032,21.5968|1,3",0.267363,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002c-Carbon,0,100 LF,kg,normal,729.0,0.3335710671726506,,lognormal,14220.0,0.2673634144065815,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002c-Energy,0,100 LF,MJ,normal,17262.0,0.3335710671726506,,lognormal,350118.0,0.2673634144065815,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002d-Cost,0,100 LF,USD_2011,normal,"8640,5760|1,3",0.220839,,lognormal,"34992,23328|1,3",0.0947797,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002d-Time,0,100 LF,worker_day,normal,"7.99412,5.32588|1,3",0.333571,0,lognormal,"32.4032,21.5968|1,3",0.267363,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002d-Carbon,0,100 LF,kg,normal,729.0,0.3335710671726506,,lognormal,14220.0,0.2673634144065815,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.002d-Energy,0,100 LF,MJ,normal,17262.0,0.3335710671726506,,lognormal,350118.0,0.2673634144065815,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003a-Cost,0,100 LF,USD_2011,normal,"36000,10800|1,3",0.260101,,normal,"90000,27000|1,3",0.315123,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003a-Time,0,100 LF,worker_day,normal,"33.3265,9.97941|1,3",0.360767,0,normal,"83.3612,24.9935|1,3",0.402247,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003a-Carbon,0,100 LF,kg,normal,5067.0,0.36076678613756513,,normal,19224.0,0.4022467323201981,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003a-Energy,0,100 LF,MJ,normal,119961.0,0.36076678613756513,,normal,451449.0,0.4022467323201981,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003b-Cost,0,100 LF,USD_2011,normal,"36000,10800|1,3",0.260101,,normal,"90000,27000|1,3",0.315123,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003b-Time,0,100 LF,worker_day,normal,"33.3265,9.97941|1,3",0.360767,0,normal,"83.3612,24.9935|1,3",0.402247,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003b-Carbon,0,100 LF,kg,normal,5067.0,0.36076678613756513,,normal,19224.0,0.4022467323201981,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003b-Energy,0,100 LF,MJ,normal,119961.0,0.36076678613756513,,normal,451449.0,0.4022467323201981,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003c-Cost,0,100 LF,USD_2011,normal,"36000,10800|1,3",0.260101,,normal,"90000,27000|1,3",0.315123,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003c-Time,0,100 LF,worker_day,normal,"33.3265,9.97941|1,3",0.360767,0,normal,"83.3612,24.9935|1,3",0.402247,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003c-Carbon,0,100 LF,kg,normal,5067.0,0.36076678613756513,,normal,19224.0,0.4022467323201981,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003c-Energy,0,100 LF,MJ,normal,119961.0,0.36076678613756513,,normal,451449.0,0.4022467323201981,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003d-Cost,0,100 LF,USD_2011,normal,"36000,10800|1,3",0.260101,,normal,"90000,27000|1,3",0.315123,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003d-Time,0,100 LF,worker_day,normal,"33.3265,9.97941|1,3",0.360767,0,normal,"83.3612,24.9935|1,3",0.402247,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003d-Carbon,0,100 LF,kg,normal,5067.0,0.36076678613756513,,normal,19224.0,0.4022467323201981,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.11.003d-Energy,0,100 LF,MJ,normal,119961.0,0.36076678613756513,,normal,451449.0,0.4022467323201981,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001a-Cost,0,1 SF,USD_2011,normal,"62.08,18.624|500,2000",0.284999,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001a-Time,0,1 SF,worker_day,normal,"0.0575576,0.0172969|500,2000",0.37911,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001a-Carbon,0,1 SF,kg,normal,10.16,0.379109982297974,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001a-Energy,0,1 SF,MJ,normal,164.27,0.379109982297974,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001b-Cost,0,1 SF,USD_2011,normal,"106.48,31.944|500,2000",0.256999,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001b-Time,0,1 SF,worker_day,normal,"0.0986253,0.0295699|500,2000",0.358537,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001b-Carbon,0,1 SF,kg,normal,55.8,0.358536858918935,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001b-Energy,0,1 SF,MJ,normal,595.05,0.358536858918935,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001c-Cost,0,1 SF,USD_2011,normal,"88.5,26.55|500,2000",0.311983,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001c-Time,0,1 SF,worker_day,normal,"0.0819963,0.0246015|500,2000",0.399791,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001c-Carbon,0,1 SF,kg,normal,12.47,0.39979131560022185,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001c-Energy,0,1 SF,MJ,normal,221.46,0.39979131560022185,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001d-Cost,0,1 SF,USD_2011,normal,"201.6,60.48|500,2000",0.257734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001d-Time,0,1 SF,worker_day,normal,"0.186788,0.0560447|500,2000",0.359064,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001d-Carbon,0,1 SF,kg,normal,128.56,0.35906359844684793,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001d-Energy,0,1 SF,MJ,normal,1322.91,0.35906359844684793,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001e-Cost,0,1 SF,USD_2011,normal,"77.2,23.16|500,2000",0.260449,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001e-Time,0,1 SF,worker_day,normal,"0.0715618,0.0214953|500,2000",0.361018,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001e-Carbon,0,1 SF,kg,normal,14.85,0.3610176007786985,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001e-Energy,0,1 SF,MJ,normal,245.99,0.3610176007786985,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001f-Cost,0,1 SF,USD_2011,lognormal,"223.6,67.08|500,2000",0.237628,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001f-Time,0,1 SF,worker_day,lognormal,"0.207179,0.0621682|500,2000",0.344916,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001f-Carbon,0,1 SF,kg,lognormal,172.94,0.3449159521450006,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001f-Energy,0,1 SF,MJ,lognormal,1744.14,0.3449159521450006,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001g-Cost,0,1 SF,USD_2011,normal,"34.72,10.416|500,2000",0.229784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001g-Time,0,1 SF,worker_day,normal,"0.0321835,0.00966659|500,2000",0.33956,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001g-Carbon,0,1 SF,kg,normal,5.73,0.33955979752855114,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001g-Energy,0,1 SF,MJ,normal,103.93,0.33955979752855114,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001h-Cost,0,1 SF,USD_2011,normal,"92.4,27.72|500,2000",0.265722,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001h-Time,0,1 SF,worker_day,normal,"0.0856029,0.0256788|500,2000",0.36484,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001h-Carbon,0,1 SF,kg,normal,56.98,0.3648399158399932,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001h-Energy,0,1 SF,MJ,normal,592.31,0.3648399158399932,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001i-Cost,0,1 SF,USD_2011,normal,"53,15.9|500,2000",0.274869,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001i-Time,0,1 SF,worker_day,normal,"0.0491515,0.0147794|500,2000",0.371554,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001i-Carbon,0,1 SF,kg,normal,11.81,0.3715544868904313,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001i-Energy,0,1 SF,MJ,normal,169.95,0.3715544868904313,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001j-Cost,0,1 SF,USD_2011,lognormal,"146.8,44.04|500,2000",0.251029,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001j-Time,0,1 SF,worker_day,lognormal,"0.136003,0.0407988|500,2000",0.354282,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001j-Carbon,0,1 SF,kg,lognormal,120.7,0.3542819962618487,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001j-Energy,0,1 SF,MJ,lognormal,1201.9,0.3542819962618487,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001k-Cost,0,1 SF,USD_2011,normal,"58.8,17.64|500,2000",0.345568,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001k-Time,0,1 SF,worker_day,normal,"0.0544382,0.0163047|500,2000",0.426517,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001k-Carbon,0,1 SF,kg,normal,5.08,0.42651749126752897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001k-Energy,0,1 SF,MJ,normal,99.65,0.42651749126752897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001l-Cost,0,1 SF,USD_2011,normal,"98.8,29.64|500,2000",0.290358,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001l-Time,0,1 SF,worker_day,normal,"0.0915676,0.0274929|500,2000",0.383155,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001l-Carbon,0,1 SF,kg,normal,51.11,0.38315516708399316,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001l-Energy,0,1 SF,MJ,normal,537.46,0.38315516708399316,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001m-Cost,0,1 SF,USD_2011,normal,"20.1,6.03|500,2000",0.400517,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001m-Time,0,1 SF,worker_day,normal,"0.018611,0.00557559|500,2000",0.472137,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001m-Carbon,0,1 SF,kg,normal,0.95,0.4721373094568955,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001m-Energy,0,1 SF,MJ,normal,12.54,0.4721373094568955,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001n-Cost,0,1 SF,USD_2011,normal,"48,14.4|500,2000",0.333934,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001n-Time,0,1 SF,worker_day,normal,"0.0444353,0.0133059|500,2000",0.417148,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001n-Carbon,0,1 SF,kg,normal,27.06,0.41714768040395706,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001n-Energy,0,1 SF,MJ,normal,260.13,0.41714768040395706,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001o-Cost,0,1 SF,USD_2011,normal,"55.8,16.74|500,2000",0.321154,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001o-Time,0,1 SF,worker_day,normal,"0.0541794,0.0162682|500,2000",0.406989,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001o-Carbon,0,1 SF,kg,normal,14.64,0.4069890837267852,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001o-Energy,0,1 SF,MJ,normal,204.89,0.4069890837267852,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001p-Cost,0,1 SF,USD_2011,normal,"84.24,56.16|500,2000",0.257726,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001p-Time,0,1 SF,worker_day,normal,"0.0817271,0.0544729|500,2000",0.359058,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001p-Carbon,0,1 SF,kg,normal,118.67,0.35905828673324586,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.21.001p-Energy,0,1 SF,MJ,normal,1187.94,0.35905828673324586,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.27.001-Cost,0,100 SF,USD_2011,lognormal,"138,92|5,20",1.28411,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.27.001-Time,0,100 SF,worker_day,lognormal,"0.132324,0.0876765|5,20",1.30822,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.27.001-Carbon,0,100 SF,kg,lognormal,6.0,1.3082228801618274,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.27.001-Energy,0,100 SF,MJ,lognormal,155.0,1.3082228801618274,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.27.002-Cost,0,100 SF,USD_2011,lognormal,"138,92|5,20",1.28411,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.27.002-Time,0,100 SF,worker_day,lognormal,"0.144691,0.0953088|5,20",1.30822,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.27.002-Carbon,0,100 SF,kg,lognormal,6.0,1.3082228801618274,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.27.002-Energy,0,100 SF,MJ,lognormal,155.0,1.3082228801618274,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001a-Cost,0,250 SF,USD_2011,normal,"435,290|1,10",0.550795,,lognormal,"3405,2270|1,10",0.518319,,lognormal,"7005,4670|1,10",0.202618,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001a-Time,0,250 SF,worker_day,normal,"0.419301,0.280699|1,10",0.604877,0,lognormal,"3.24246,2.15754|1,10",0.57546,0,lognormal,"6.69099,4.45901|1,10",0.321798,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001a-Carbon,0,250 SF,kg,normal,217.5,0.6048765793479338,,lognormal,2132.5,0.5754599470541574,,lognormal,8154.999999999999,0.3217980648183318,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001a-Energy,0,250 SF,MJ,normal,2160.0,0.6048765793479338,,lognormal,28870.0,0.5754599470541574,,lognormal,80755.0,0.3217980648183318,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001b-Cost,0,600 SF,USD_2011,normal,"1044,696|1,10",0.550803,,lognormal,"8172,5448|1,10",0.518319,,lognormal,"16812,11208|1,10",0.202618,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001b-Time,0,600 SF,worker_day,normal,"0.938647,0.621353|1,10",0.604884,0,lognormal,"7.42182,4.93818|1,10",0.57546,0,lognormal,"15.3348,10.2252|1,10",0.321798,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001b-Carbon,0,600 SF,kg,normal,522.0,0.6048836091576417,,lognormal,5118.0,0.5754601485580494,,lognormal,19572.0,0.3217984138993646,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001b-Energy,0,600 SF,MJ,normal,5184.0,0.6048836091576417,,lognormal,69288.0,0.5754601485580494,,lognormal,193812.0,0.3217984138993646,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001c-Cost,0,1800 SF,USD_2011,normal,"3132,2088|1,10",0.550803,,lognormal,"24516,16344|1,10",0.518319,,lognormal,"50436,33624|1,10",0.202618,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001c-Time,0,1800 SF,worker_day,normal,"2.80059,1.87941|1,10",0.604884,0,lognormal,"21.6053,14.3947|1,10",0.57546,0,lognormal,"44.4971,29.6629|1,10",0.321798,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001c-Carbon,0,1800 SF,kg,normal,1566.0,0.6048835972756352,,lognormal,15353.999999999998,0.5754602129202021,,lognormal,58715.99999999999,0.3217983343075972,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001c-Energy,0,1800 SF,MJ,normal,15552.000000000002,0.6048835972756352,,lognormal,207864.0,0.5754602129202021,,lognormal,581436.0,0.3217983343075972,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001d-Cost,0,2500 SF,USD_2011,normal,"4350,2900|1,10",0.550803,,lognormal,"34050,22700|1,10",0.518318,,lognormal,"70050,46700|1,10",0.202618,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001d-Time,0,2500 SF,worker_day,normal,"3.61838,2.38162|1,10",0.604884,0,lognormal,"29.0904,19.4096|1,10",0.57546,0,lognormal,"59.7081,39.7919|1,10",0.321798,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001d-Carbon,0,2500 SF,kg,normal,2175.0,0.6048835732858132,,lognormal,21325.0,0.5754595918388185,,lognormal,81550.0,0.32179827253122995,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.001d-Energy,0,2500 SF,MJ,normal,21600.0,0.6048835732858132,,lognormal,288700.0,0.5754595918388185,,lognormal,807550.0,0.32179827253122995,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003a-Cost,0,250 SF,USD_2011,normal,"725,217.5|1,10",0.550795,,lognormal,"5675,1702.5|1,10",0.518319,,lognormal,"11675,3502.5|1,10",0.202618,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003a-Time,0,250 SF,worker_day,normal,"0.696507,0.211397|1,10",0.604877,0,lognormal,"5.41232,1.61507|1,10",0.57546,0,lognormal,"11.155,3.34301|1,10",0.321798,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003a-Carbon,0,250 SF,kg,normal,217.5,0.6048765793479338,,lognormal,2132.5,0.5754599470541574,,lognormal,8154.999999999999,0.3217980648183318,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003a-Energy,0,250 SF,MJ,normal,2160.0,0.6048765793479338,,lognormal,28870.0,0.5754599470541574,,lognormal,80755.0,0.3217980648183318,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003b-Cost,0,600 SF,USD_2011,normal,"1740,522|1,10",0.550803,,lognormal,"13620,4086|1,10",0.518319,,lognormal,"28020,8406|1,10",0.202618,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003b-Time,0,600 SF,worker_day,normal,"1.57324,0.462706|1,10",0.604884,0,lognormal,"12.3891,3.69635|1,10",0.57546,0,lognormal,"25.5538,7.67047|1,10",0.321798,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003b-Carbon,0,600 SF,kg,normal,522.0,0.6048836091576417,,lognormal,5118.0,0.5754601485580494,,lognormal,19572.0,0.3217984138993646,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003b-Energy,0,600 SF,MJ,normal,5184.0,0.6048836091576417,,lognormal,69288.0,0.5754601485580494,,lognormal,193812.0,0.3217984138993646,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003c-Cost,0,1800 SF,USD_2011,normal,"5220,1566|1,10",0.550803,,lognormal,"40860,12258|1,10",0.518319,,lognormal,"84060,25218|1,10",0.202618,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003c-Time,0,1800 SF,worker_day,normal,"4.64294,1.41882|1,10",0.604884,0,lognormal,"36.0265,10.7894|1,10",0.57546,0,lognormal,"74.1653,22.2459|1,10",0.321798,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003c-Carbon,0,1800 SF,kg,normal,1566.0,0.6048835972756352,,lognormal,15353.999999999998,0.5754602129202021,,lognormal,58715.99999999999,0.3217983343075972,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003c-Energy,0,1800 SF,MJ,normal,15552.000000000002,0.6048835972756352,,lognormal,207864.0,0.5754602129202021,,lognormal,581436.0,0.3217983343075972,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003d-Cost,0,2500 SF,USD_2011,normal,"7250,2175|1,10",0.550803,,lognormal,"56750,17025|1,10",0.518318,,lognormal,"116750,35025|1,10",0.202618,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003d-Time,0,2500 SF,worker_day,normal,"6.09191,1.76324|1,10",0.604884,0,lognormal,"48.4522,14.5691|1,10",0.57546,0,lognormal,"99.5404,29.8338|1,10",0.321798,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003d-Carbon,0,2500 SF,kg,normal,2175.0,0.6048835732858132,,lognormal,21325.0,0.5754595918388185,,lognormal,81550.0,0.32179827253122995,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.003d-Energy,0,2500 SF,MJ,normal,21600.0,0.6048835732858132,,lognormal,288700.0,0.5754595918388185,,lognormal,807550.0,0.32179827253122995,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004a-Cost,0,250 SF,USD_2011,normal,"725,217.5|1,10",0.550795,,lognormal,"5675,1702.5|1,10",0.518319,,lognormal,"11675,3502.5|1,10",0.202618,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004a-Time,0,250 SF,worker_day,normal,"0.696507,0.211397|1,10",0.604877,0,lognormal,"5.41232,1.61507|1,10",0.57546,0,lognormal,"11.155,3.34301|1,10",0.321798,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004a-Carbon,0,250 SF,kg,normal,217.5,0.6048765793479338,,lognormal,2132.5,0.5754599470541574,,lognormal,8154.999999999999,0.3217980648183318,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004a-Energy,0,250 SF,MJ,normal,2160.0,0.6048765793479338,,lognormal,28870.0,0.5754599470541574,,lognormal,80755.0,0.3217980648183318,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004b-Cost,0,600 SF,USD_2011,normal,"1740,522|1,10",0.550803,,lognormal,"13620,4086|1,10",0.518319,,lognormal,"28020,8406|1,10",0.202618,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004b-Time,0,600 SF,worker_day,normal,"1.57324,0.462706|1,10",0.604884,0,lognormal,"12.3891,3.69635|1,10",0.57546,0,lognormal,"25.5538,7.67047|1,10",0.321798,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004b-Carbon,0,600 SF,kg,normal,522.0,0.6048836091576417,,lognormal,5118.0,0.5754601485580494,,lognormal,19572.0,0.3217984138993646,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004b-Energy,0,600 SF,MJ,normal,5184.0,0.6048836091576417,,lognormal,69288.0,0.5754601485580494,,lognormal,193812.0,0.3217984138993646,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004c-Cost,0,1800 SF,USD_2011,normal,"5220,1566|1,10",0.550803,,lognormal,"40860,12258|1,10",0.518319,,lognormal,"84060,25218|1,10",0.202618,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004c-Time,0,1800 SF,worker_day,normal,"4.64294,1.41882|1,10",0.604884,0,lognormal,"36.0265,10.7894|1,10",0.57546,0,lognormal,"74.1653,22.2459|1,10",0.321798,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004c-Carbon,0,1800 SF,kg,normal,1566.0,0.6048835972756352,,lognormal,15353.999999999998,0.5754602129202021,,lognormal,58715.99999999999,0.3217983343075972,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004c-Energy,0,1800 SF,MJ,normal,15552.000000000002,0.6048835972756352,,lognormal,207864.0,0.5754602129202021,,lognormal,581436.0,0.3217983343075972,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004d-Cost,0,2500 SF,USD_2011,normal,"7250,2175|1,10",0.550803,,lognormal,"56750,17025|1,10",0.518318,,lognormal,"116750,35025|1,10",0.202618,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004d-Time,0,2500 SF,worker_day,normal,"6.09191,1.76324|1,10",0.604884,0,lognormal,"48.4522,14.5691|1,10",0.57546,0,lognormal,"99.5404,29.8338|1,10",0.321798,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004d-Carbon,0,2500 SF,kg,normal,2175.0,0.6048835732858132,,lognormal,21325.0,0.5754595918388185,,lognormal,81550.0,0.32179827253122995,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.32.004d-Energy,0,2500 SF,MJ,normal,21600.0,0.6048835732858132,,lognormal,288700.0,0.5754595918388185,,lognormal,807550.0,0.32179827253122995,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.34.001-Cost,0,1 EA,USD_2011,lognormal,"2.3,0.69|5,10",0.636941,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.34.001-Time,0,1 EA,worker_day,lognormal,"0.00225,0.00064|5,10",0.684247,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.34.001-Carbon,0,1 EA,kg,lognormal,51.81,0.6842473478492799,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.34.001-Energy,0,1 EA,MJ,lognormal,1009.88,0.6842473478492799,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.34.002-Cost,0,1 EA,USD_2011,lognormal,"990,297|5,10",0.636941,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.34.002-Time,0,1 EA,worker_day,lognormal,"0.99,0.297|5,10",0.684247,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.34.002-Carbon,0,1 EA,kg,lognormal,51.81,0.6842473478492799,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-C.30.34.002-Energy,0,1 EA,MJ,lognormal,1009.88,0.6842473478492799,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.10.14.011-Cost,0,1 EA,USD_2011,lognormal,"8800,2640|5,10",0.87408,,normal,"37400,11220|5,10",0.277553,,lognormal,"46200,13860|5,10",0.408406,,normal,"32000,9600|5,10",0.4083,,normal,"40800,12240|5,10",0.50751,,normal,"69400,20820|5,10",0.335272,,normal,"78200,23460|5,10",0.400498,,normal,"5000,1500|5,10",0.48769,,lognormal,"13800,4140|5,10",0.736458,,normal,"42400,12720|5,10",0.298428,,normal,"51200,15360|5,10",0.402849,,normal,"37000,11100|5,10",0.41802,,normal,"45800,13740|5,10",0.505774,,normal,"74400,22320|5,10",0.344118,,normal,"83200,24960|5,10",0.404755,
-D.10.14.011-Time,0,1 EA,worker_day,lognormal,"8.41178,2.52355|5,10",0.909129,1,normal,"35.75,10.725|5,10",0.373545,1,lognormal,"44.1618,13.2485|5,10",0.478848,1,normal,"30.5882,9.17645|5,10",0.478757,1,normal,"39,11.7|5,10",0.565744,1,normal,"66.3382,19.9015|5,10",0.418219,1,normal,"74.75,22.425|5,10",0.472122,1,normal,"4.77941,1.43382|5,10",0.548034,1,lognormal,"13.1912,3.95736|5,10",0.777734,1,normal,"40.5294,12.1588|5,10",0.389306,1,normal,"48.9412,14.6824|5,10",0.474117,1,normal,"35.3676,10.6103|5,10",0.487074,1,normal,"43.7794,13.1338|5,10",0.564187,1,normal,"71.1176,21.3353|5,10",0.425344,1,normal,"79.5294,23.8588|5,10",0.475738,1
-D.10.14.011-Carbon,0,1 EA,kg,lognormal,377.55,0.909126,,normal,1604.57,0.373543,,lognormal,1914.49,0.493004,,normal,2745.78,0.478759,,normal,3314.38,0.525258,,normal,4350.35,0.439951,,normal,4918.95,0.475768,,normal,429.03,0.548034,,lognormal,764.151,0.730674,,normal,2033.6,0.410355,,lognormal,2285.33,0.501652,,normal,3174.81,0.48812,,normal,3743.41,0.527868,,normal,4779.38,0.449653,,normal,5347.98,0.481566,
-D.10.14.011-Energy,0,1 EA,MJ,lognormal,9466.48,0.909126,,normal,40232.5,0.373543,,lognormal,48003.5,0.493001,,normal,68847.1,0.478759,,normal,83104,0.525256,,normal,109080,0.439951,,normal,123337,0.475768,,normal,10757.4,0.548034,,lognormal,19160,0.730674,,normal,50989.9,0.410355,,lognormal,57301.3,0.501654,,normal,79604.5,0.48812,,normal,93861.4,0.527867,,normal,119837,0.449653,,normal,134094,0.481565,
-D.10.14.012-Cost,0,1 EA,USD_2011,lognormal,"8800,2640|5,10",0.87408,,normal,"37400,11220|5,10",0.277553,,lognormal,"46200,13860|5,10",0.408406,,normal,"32000,9600|5,10",0.4083,,normal,"40800,12240|5,10",0.50751,,normal,"69400,20820|5,10",0.335272,,normal,"78200,23460|5,10",0.400498,,normal,"5000,1500|5,10",0.48769,,lognormal,"13800,4140|5,10",0.736458,,normal,"42400,12720|5,10",0.298428,,normal,"51200,15360|5,10",0.402849,,normal,"37000,11100|5,10",0.41802,,normal,"45800,13740|5,10",0.505774,,normal,"74400,22320|5,10",0.344118,,normal,"83200,24960|5,10",0.404755,
-D.10.14.012-Time,0,1 EA,worker_day,lognormal,"8.41178,2.52355|5,10",0.909129,1,normal,"35.75,10.725|5,10",0.373545,1,lognormal,"44.1618,13.2485|5,10",0.478848,1,normal,"30.5882,9.17645|5,10",0.478757,1,normal,"39,11.7|5,10",0.565744,1,normal,"66.3382,19.9015|5,10",0.418219,1,normal,"74.75,22.425|5,10",0.472122,1,normal,"4.77941,1.43382|5,10",0.548034,1,lognormal,"13.1912,3.95736|5,10",0.777734,1,normal,"40.5294,12.1588|5,10",0.389306,1,normal,"48.9412,14.6824|5,10",0.474117,1,normal,"35.3676,10.6103|5,10",0.487074,1,normal,"43.7794,13.1338|5,10",0.564187,1,normal,"71.1176,21.3353|5,10",0.425344,1,normal,"79.5294,23.8588|5,10",0.475738,1
-D.10.14.012-Carbon,0,1 EA,kg,lognormal,377.55,0.909126,,normal,1604.57,0.373543,,lognormal,1914.49,0.493004,,normal,2745.78,0.478759,,normal,3314.38,0.525258,,normal,4350.35,0.439951,,normal,4918.95,0.475768,,normal,429.03,0.548034,,lognormal,764.151,0.730674,,normal,2033.6,0.410355,,lognormal,2285.33,0.501652,,normal,3174.81,0.48812,,normal,3743.41,0.527868,,normal,4779.38,0.449653,,normal,5347.98,0.481566,
-D.10.14.012-Energy,0,1 EA,MJ,lognormal,9466.48,0.909126,,normal,40232.5,0.373543,,lognormal,48003.5,0.493001,,normal,68847.1,0.478759,,normal,83104,0.525256,,normal,109080,0.439951,,normal,123337,0.475768,,normal,10757.4,0.548034,,lognormal,19160,0.730674,,normal,50989.9,0.410355,,lognormal,57301.3,0.501654,,normal,79604.5,0.48812,,normal,93861.4,0.527867,,normal,119837,0.449653,,normal,134094,0.481565,
-D.10.14.021-Cost,0,1 EA,USD_2011,lognormal,"1600,480|5,10",0.821863,,normal,"16400,4920|5,10",0.322003,,normal,"18000,5400|5,10",0.369618,,normal,"24000,7200|5,10",0.438921,,normal,"25600,7680|5,10",0.462282,,normal,"40400,12120|5,10",0.390152,,normal,"42000,12600|5,10",0.407462,,lognormal,"4600,1380|5,10",0.253523,,lognormal,"6200,1860|5,10",0.416966,,normal,"21000,6300|5,10",0.300214,,normal,"22600,6780|5,10",0.339263,,normal,"28600,8580|5,10",0.398953,,normal,"30200,9060|5,10",0.421472,,normal,"45000,13500|5,10",0.370893,,normal,"46600,13980|5,10",0.387217,
-D.10.14.021-Time,0,1 EA,worker_day,lognormal,"1.52941,0.458818|5,10",0.859046,0,normal,"15.6764,4.70291|5,10",0.407659,0,normal,"17.2058,5.16172|5,10",0.446226,0,normal,"22.9412,6.88236|5,10",0.505126,1,normal,"24.4706,7.34118|5,10",0.525551,1,normal,"38.6176,11.5853|5,10",0.463377,1,normal,"40.147,12.0441|5,10",0.478044,1,lognormal,"4.39703,1.31909|5,10",0.356053,0,lognormal,"5.92644,1.77791|5,10",0.486169,0,normal,"20.0735,6.02199|5,10",0.390677,0,normal,"21.6029,6.48081|5,10",0.421425,0,normal,"27.3382,8.20145|5,10",0.470812,1,normal,"28.8676,8.66027|5,10",0.490039,1,normal,"43.0147,12.9044|5,10",0.447282,1,normal,"44.5441,13.3632|5,10",0.460909,1
-D.10.14.021-Carbon,0,1 EA,kg,lognormal,240.26,0.859044,,normal,2110.82,0.40767,,normal,2458.35,0.452012,,normal,3603.84,0.505126,,normal,3951.37,0.524141,,normal,5714.66,0.469128,,normal,6062.19,0.483587,,lognormal,690.74,0.356053,,lognormal,950.103,0.501862,,normal,2850.34,0.391211,,normal,3197.87,0.427087,,normal,4343.36,0.477731,,normal,4690.89,0.495778,,normal,6454.18,0.454818,,normal,6801.71,0.468435,
-D.10.14.021-Energy,0,1 EA,MJ,lognormal,6024.12,0.859044,,normal,52926.2,0.40767,,normal,61640.1,0.452011,,normal,90361.9,0.505126,,normal,99075.7,0.524137,,normal,143288,0.469128,,normal,152002,0.483586,,lognormal,17319.4,0.356053,,lognormal,23822.5,0.501861,,normal,71468.6,0.391211,,normal,80182.5,0.427086,,normal,108904,0.477731,,normal,117618,0.495778,,normal,161830,0.454818,,normal,170544,0.468432,
-D.10.14.022-Cost,0,1 EA,USD_2011,lognormal,"1600,480|5,10",0.821863,,normal,"16400,4920|5,10",0.322003,,normal,"18000,5400|5,10",0.369618,,normal,"24000,7200|5,10",0.438921,,normal,"25600,7680|5,10",0.462282,,normal,"40400,12120|5,10",0.390152,,normal,"42000,12600|5,10",0.407462,,lognormal,"4600,1380|5,10",0.253523,,lognormal,"6200,1860|5,10",0.416966,,normal,"21000,6300|5,10",0.300214,,normal,"22600,6780|5,10",0.339263,,normal,"28600,8580|5,10",0.398953,,normal,"30200,9060|5,10",0.421472,,normal,"45000,13500|5,10",0.370893,,normal,"46600,13980|5,10",0.387217,
-D.10.14.022-Time,0,1 EA,worker_day,lognormal,"1.6,0.48|5,10",0.859046,0,normal,"16.4,4.92|5,10",0.407659,0,normal,"18,5.4|5,10",0.446226,0,normal,"24,7.2|5,10",0.505126,1,normal,"25.6,7.68|5,10",0.525551,1,normal,"40.4,12.12|5,10",0.463377,1,normal,"42,12.6|5,10",0.478044,1,lognormal,"4.6,1.38|5,10",0.356053,0,lognormal,"6.2,1.86|5,10",0.486169,0,normal,"21,6.3|5,10",0.390677,0,normal,"22.6,6.78|5,10",0.421425,0,normal,"28.6,8.58|5,10",0.470812,1,normal,"30.2,9.06|5,10",0.490039,1,normal,"45,13.5|5,10",0.447282,1,normal,"46.6,13.98|5,10",0.460909,1
-D.10.14.022-Carbon,0,1 EA,kg,lognormal,240.26,0.859044,,normal,2110.82,0.40767,,normal,2458.35,0.452012,,normal,3603.84,0.505126,,normal,3951.37,0.524141,,normal,5714.66,0.469128,,normal,6062.19,0.483587,,lognormal,690.74,0.356053,,lognormal,950.103,0.501862,,normal,2850.34,0.391211,,normal,3197.87,0.427087,,normal,4343.36,0.477731,,normal,4690.89,0.495778,,normal,6454.18,0.454818,,normal,6801.71,0.468435,
-D.10.14.022-Energy,0,1 EA,MJ,lognormal,6024.12,0.859044,,normal,52926.2,0.40767,,normal,61640.1,0.452011,,normal,90361.9,0.505126,,normal,99075.7,0.524137,,normal,143288,0.469128,,normal,152002,0.483586,,lognormal,17319.4,0.356053,,lognormal,23822.5,0.501861,,normal,71468.6,0.391211,,normal,80182.5,0.427086,,normal,108904,0.477731,,normal,117618,0.495778,,normal,161830,0.454818,,normal,170544,0.468432,
-D.20.21.011a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|1,4",0.763687,,lognormal,"2915,2385|1,4",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.011a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|1,4",0.803566,0,lognormal,"0.561188,0.1403|1,4",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.011a-Carbon,0,1000 LF,kg,lognormal,33.07,0.8035658816388481,,lognormal,484.53,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.011a-Energy,0,1000 LF,MJ,lognormal,864.51,0.8035658816388481,,lognormal,12415.24,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.011b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|1,4",0.60297,,lognormal,"4180,3420|1,4",0.0660143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.011b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|1,4",0.652742,0,lognormal,"0.804753,0.2012|1,4",0.258569,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.011b-Carbon,0,1000 LF,kg,lognormal,33.07,0.6527422952319575,,lognormal,484.53,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.011b-Energy,0,1000 LF,MJ,lognormal,864.51,0.6527422952319575,,lognormal,12415.24,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.012a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|1,4",0.763687,,lognormal,"2915,2385|1,4",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.012a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|1,4",0.803566,0,lognormal,"0.561188,0.1403|1,4",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.012a-Carbon,0,1000 LF,kg,lognormal,33.07,0.8035658816388481,,lognormal,484.53,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.012a-Energy,0,1000 LF,MJ,lognormal,864.51,0.8035658816388481,,lognormal,12415.24,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.012b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|1,4",0.60297,,lognormal,"4180,3420|1,4",0.0660143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.012b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|1,4",0.652742,0,lognormal,"0.804753,0.2012|1,4",0.258569,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.012b-Carbon,0,1000 LF,kg,lognormal,35.97,0.6527422952319575,,lognormal,35.97,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.012b-Energy,0,1000 LF,MJ,lognormal,1021.56,0.6527422952319575,,lognormal,1021.56,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.013a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|3,10",0.763687,,lognormal,"2915,2385|3,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.013a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|3,10",0.803566,0,lognormal,"3.08649,2.52531|3,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.013a-Carbon,0,1000 LF,kg,lognormal,33.07,0.8035658816388481,,lognormal,484.53,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.013a-Energy,0,1000 LF,MJ,lognormal,864.51,0.8035658816388481,,lognormal,12415.24,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.013b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|3,10",0.60297,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.013b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|3,10",0.652742,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.013b-Carbon,0,1000 LF,kg,lognormal,35.97,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.013b-Energy,0,1000 LF,MJ,lognormal,1021.56,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.014a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|3,10",0.763687,,lognormal,"2915,2385|3,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.014a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|3,10",0.803566,0,lognormal,"3.08649,2.52531|3,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.014a-Carbon,0,1000 LF,kg,lognormal,33.07,0.8035658816388481,,lognormal,484.53,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.014a-Energy,0,1000 LF,MJ,lognormal,864.51,0.8035658816388481,,lognormal,12415.24,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.014b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|3,10",0.60297,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.014b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|3,10",0.652742,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.014b-Carbon,0,1000 LF,kg,lognormal,35.97,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.014b-Energy,0,1000 LF,MJ,lognormal,1021.56,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.021a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.021a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.021a-Carbon,0,1000 LF,kg,lognormal,22.67,0.6952689894270397,,lognormal,363.7,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.021a-Energy,0,1000 LF,MJ,lognormal,572.49,0.6952689894270397,,lognormal,9221.31,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.022a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.022a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.022a-Carbon,0,1000 LF,kg,lognormal,22.67,0.6952689894270397,,lognormal,363.7,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.022a-Energy,0,1000 LF,MJ,lognormal,572.49,0.6952689894270397,,lognormal,9221.31,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.023a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.023a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.023a-Carbon,0,1000 LF,kg,lognormal,22.67,0.6952689894270397,,lognormal,363.7,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.023a-Energy,0,1000 LF,MJ,lognormal,572.49,0.6952689894270397,,lognormal,9221.31,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.023b-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"700,210|5,10",0.648767,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.023b-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"0.741188,0.222365|5,10",0.695269,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.023b-Carbon,0,1000 LF,kg,lognormal,40.01,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.023b-Energy,0,1000 LF,MJ,lognormal,1104.76,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.024a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.024a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.024a-Carbon,0,1000 LF,kg,lognormal,22.67,0.6952689894270397,,lognormal,363.7,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.024a-Energy,0,1000 LF,MJ,lognormal,572.49,0.6952689894270397,,lognormal,9221.31,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.024b-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"700,210|5,10",0.648767,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.024b-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"0.741188,0.222365|5,10",0.695269,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.024b-Carbon,0,1000 LF,kg,lognormal,40.01,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.21.024b-Energy,0,1000 LF,MJ,lognormal,1104.76,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.011a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|1,4",0.763687,,lognormal,"2915,2385|1,4",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.011a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|1,4",0.803566,0,lognormal,"0.561188,0.1403|1,4",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.011a-Carbon,0,1000 LF,kg,lognormal,22.67,0.8035658816388481,,lognormal,363.7,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.011a-Energy,0,1000 LF,MJ,lognormal,572.49,0.8035658816388481,,lognormal,9221.31,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.011b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|1,4",0.60297,,lognormal,"4180,3420|1,4",0.0660143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.011b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|1,4",0.652742,0,lognormal,"0.804753,0.2012|1,4",0.258569,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.011b-Carbon,0,1000 LF,kg,lognormal,40.01,0.6527422952319575,,lognormal,628.49,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.011b-Energy,0,1000 LF,MJ,lognormal,1104.76,0.6527422952319575,,lognormal,16560.36,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.012a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|1,4",0.763687,,lognormal,"2915,2385|1,4",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.012a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|1,4",0.803566,0,lognormal,"0.561188,0.1403|1,4",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.012a-Carbon,0,1000 LF,kg,lognormal,22.67,0.8035658816388481,,lognormal,363.7,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.012a-Energy,0,1000 LF,MJ,lognormal,572.49,0.8035658816388481,,lognormal,9221.31,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.012b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|1,4",0.60297,,lognormal,"4180,3420|1,4",0.0660143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.012b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|1,4",0.652742,0,lognormal,"0.804753,0.2012|1,4",0.258569,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.012b-Carbon,0,1000 LF,kg,lognormal,40.01,0.6527422952319575,,lognormal,628.49,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.012b-Energy,0,1000 LF,MJ,lognormal,1104.76,0.6527422952319575,,lognormal,16560.36,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.013a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|3,10",0.763687,,lognormal,"2915,2385|3,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.013a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|3,10",0.803566,0,lognormal,"3.08649,2.52531|3,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.013a-Carbon,0,1000 LF,kg,lognormal,22.67,0.8035658816388481,,lognormal,363.7,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.013a-Energy,0,1000 LF,MJ,lognormal,572.49,0.8035658816388481,,lognormal,9221.31,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.013b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|3,10",0.60297,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.013b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|3,10",0.652742,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.013b-Carbon,0,1000 LF,kg,lognormal,40.01,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.013b-Energy,0,1000 LF,MJ,lognormal,1104.76,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.014a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|3,10",0.763687,,lognormal,"2915,2385|3,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.014a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|3,10",0.803566,0,lognormal,"3.08649,2.52531|3,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.014a-Carbon,0,1000 LF,kg,lognormal,22.67,0.8035658816388481,,lognormal,363.7,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.014a-Energy,0,1000 LF,MJ,lognormal,572.49,0.8035658816388481,,lognormal,9221.31,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.014b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|3,10",0.60297,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.014b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|3,10",0.652742,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.014b-Carbon,0,1000 LF,kg,lognormal,40.01,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.014b-Energy,0,1000 LF,MJ,lognormal,1104.76,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.021a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.021a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.021a-Carbon,0,1000 LF,kg,lognormal,33.07,0.6952689894270397,,lognormal,484.53,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.021a-Energy,0,1000 LF,MJ,lognormal,864.51,0.6952689894270397,,lognormal,12415.24,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.022a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.022a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.022a-Carbon,0,1000 LF,kg,lognormal,33.07,0.6952689894270397,,lognormal,484.53,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.022a-Energy,0,1000 LF,MJ,lognormal,864.51,0.6952689894270397,,lognormal,12415.24,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.023a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.023a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.023a-Carbon,0,1000 LF,kg,lognormal,33.07,0.6952689894270397,,lognormal,484.53,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.023a-Energy,0,1000 LF,MJ,lognormal,864.51,0.6952689894270397,,lognormal,12415.24,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.023b-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"700,210|5,10",0.648767,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.023b-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"0.741188,0.222365|5,10",0.695269,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.023b-Carbon,0,1000 LF,kg,lognormal,35.97,0.6952689894270397,,lognormal,35.97,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.023b-Energy,0,1000 LF,MJ,lognormal,1021.56,0.6952689894270397,,lognormal,1021.56,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.024a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.024a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.024a-Carbon,0,1000 LF,kg,lognormal,33.07,0.6952689894270397,,lognormal,484.53,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.024a-Energy,0,1000 LF,MJ,lognormal,864.51,0.6952689894270397,,lognormal,12415.24,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.024b-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"700,210|5,10",0.648767,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.024b-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"0.741188,0.222365|5,10",0.695269,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.024b-Carbon,0,1000 LF,kg,lognormal,35.97,0.6952689894270397,,lognormal,35.97,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.22.024b-Energy,0,1000 LF,MJ,lognormal,1021.56,0.6952689894270397,,lognormal,1021.56,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.011b-Cost,0,1000 LF,USD_2011,lognormal,"800,240|5,10",0.575784,,lognormal,"5700,1710|5,10",0.340085,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.011b-Time,0,1000 LF,worker_day,lognormal,"0.847029,0.254088|5,10",0.627716,0,lognormal,"6.03525,1.81054|5,10",0.422088,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.011b-Carbon,0,1000 LF,kg,lognormal,45.61,0.6277158324917024,,lognormal,398.23,0.4220877286257954,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.011b-Energy,0,1000 LF,MJ,lognormal,1317.27,0.6277158324917024,,lognormal,10133.86,0.4220877286257954,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.012b-Cost,0,1000 LF,USD_2011,lognormal,"800,240|5,10",0.575784,,lognormal,"5700,1710|5,10",0.340085,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.012b-Time,0,1000 LF,worker_day,lognormal,"0.847029,0.254088|5,10",0.627716,0,lognormal,"6.03525,1.81054|5,10",0.422088,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.012b-Carbon,0,1000 LF,kg,lognormal,45.61,0.6277158324917024,,lognormal,398.23,0.4220877286257954,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.012b-Energy,0,1000 LF,MJ,lognormal,1317.27,0.6277158324917024,,lognormal,10133.86,0.4220877286257954,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.013b-Cost,0,1000 LF,USD_2011,lognormal,"800,240|5,10",0.575784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.013b-Time,0,1000 LF,worker_day,lognormal,"0.847029,0.254088|5,10",0.627716,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.013b-Carbon,0,1000 LF,kg,lognormal,45.61,0.6277158324917024,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.013b-Energy,0,1000 LF,MJ,lognormal,1317.27,0.6277158324917024,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.014b-Cost,0,1000 LF,USD_2011,lognormal,"800,240|5,10",0.575784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.014b-Time,0,1000 LF,worker_day,lognormal,"0.847029,0.254088|5,10",0.627716,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.014b-Carbon,0,1000 LF,kg,lognormal,45.61,0.6277158324917024,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.014b-Energy,0,1000 LF,MJ,lognormal,1317.27,0.6277158324917024,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.021a-Cost,0,1000 LF,USD_2011,normal,"6700,2010|5,10",0.314177,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.021a-Time,0,1000 LF,worker_day,normal,"7.09416,2.12828|5,10",0.401506,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.021a-Carbon,0,1000 LF,kg,normal,484.53,0.40150619623281253,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.021a-Energy,0,1000 LF,MJ,normal,12415.24,0.40150619623281253,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.021b-Cost,0,1000 LF,USD_2011,lognormal,"800,240|5,10",0.705552,,normal,"8700,2610|5,10",0.284252,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.021b-Time,0,1000 LF,worker_day,lognormal,"0.847029,0.254088|5,10",0.748534,0,normal,"9.21178,2.76355|5,10",0.378549,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.021b-Carbon,0,1000 LF,kg,lognormal,45.61,0.7485340861810501,,normal,657.15,0.37854910722053026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.021b-Energy,0,1000 LF,MJ,lognormal,1317.27,0.7485340861810501,,normal,16977.99,0.37854910722053026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.022a-Cost,0,1000 LF,USD_2011,normal,"6700,2010|5,10",0.314177,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.022a-Time,0,1000 LF,worker_day,normal,"7.09416,2.12828|5,10",0.401506,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.022a-Carbon,0,1000 LF,kg,normal,484.53,0.40150619623281253,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.022a-Energy,0,1000 LF,MJ,normal,12415.24,0.40150619623281253,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.022b-Cost,0,1000 LF,USD_2011,lognormal,"800,240|5,10",0.705552,,normal,"8700,2610|5,10",0.284252,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.022b-Time,0,1000 LF,worker_day,lognormal,"0.847029,0.254088|5,10",0.748534,0,normal,"9.21178,2.76355|5,10",0.378549,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.022b-Carbon,0,1000 LF,kg,lognormal,45.61,0.7485340861810501,,normal,657.15,0.37854910722053026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.022b-Energy,0,1000 LF,MJ,lognormal,1317.27,0.7485340861810501,,normal,16977.99,0.37854910722053026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.023a-Cost,0,1000 LF,USD_2011,normal,"6700,2010|5,10",0.314177,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.023a-Time,0,1000 LF,worker_day,normal,"7.09416,2.12828|5,10",0.401506,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.023a-Carbon,0,1000 LF,kg,normal,484.53,0.40150619623281253,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.023a-Energy,0,1000 LF,MJ,normal,12415.24,0.40150619623281253,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.023b-Cost,0,1000 LF,USD_2011,lognormal,"800,240|5,10",0.705552,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.023b-Time,0,1000 LF,worker_day,lognormal,"0.847029,0.254088|5,10",0.748534,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.023b-Carbon,0,1000 LF,kg,lognormal,45.61,0.7485340861810501,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.023b-Energy,0,1000 LF,MJ,lognormal,1317.27,0.7485340861810501,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.024a-Cost,0,1000 LF,USD_2011,normal,"6700,2010|5,10",0.314177,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.024a-Time,0,1000 LF,worker_day,normal,"7.09416,2.12828|5,10",0.401506,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.024a-Carbon,0,1000 LF,kg,normal,484.53,0.40150619623281253,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.024a-Energy,0,1000 LF,MJ,normal,12415.24,0.40150619623281253,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.024b-Cost,0,1000 LF,USD_2011,lognormal,"800,240|5,10",0.705552,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.024b-Time,0,1000 LF,worker_day,lognormal,"0.847029,0.254088|5,10",0.748534,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.024b-Carbon,0,1000 LF,kg,lognormal,45.61,0.7485340861810501,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.31.024b-Energy,0,1000 LF,MJ,lognormal,1317.27,0.7485340861810501,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.011a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|5,10",0.763687,,lognormal,"2915,2385|5,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.011a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|5,10",0.803566,0,lognormal,"0.561188,0.1403|5,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.011a-Carbon,0,1000 LF,kg,lognormal,22.67,0.8035658816388481,,lognormal,363.7,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.011a-Energy,0,1000 LF,MJ,lognormal,572.49,0.8035658816388481,,lognormal,9221.31,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.011b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|5,10",0.60297,,lognormal,"4180,3420|5,10",0.0660143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.011b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|5,10",0.652742,0,lognormal,"0.804753,0.2012|5,10",0.258569,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.011b-Carbon,0,1000 LF,kg,lognormal,40.01,0.6527422952319575,,lognormal,628.49,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.011b-Energy,0,1000 LF,MJ,lognormal,1104.76,0.6527422952319575,,lognormal,16560.36,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.012a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|5,10",0.763687,,lognormal,"2915,2385|5,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.012a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|5,10",0.803566,0,lognormal,"0.561188,0.1403|5,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.012a-Carbon,0,1000 LF,kg,lognormal,22.67,0.8035658816388481,,lognormal,363.7,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.012a-Energy,0,1000 LF,MJ,lognormal,572.49,0.8035658816388481,,lognormal,9221.31,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.012b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|5,10",0.60297,,lognormal,"4180,3420|5,10",0.0660143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.012b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|5,10",0.652742,0,lognormal,"0.804753,0.2012|5,10",0.258569,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.012b-Carbon,0,1000 LF,kg,lognormal,40.01,0.6527422952319575,,lognormal,628.49,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.012b-Energy,0,1000 LF,MJ,lognormal,1104.76,0.6527422952319575,,lognormal,16560.36,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.013a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|5,10",0.763687,,lognormal,"2915,2385|5,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.013a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|5,10",0.803566,0,lognormal,"3.08649,2.52531|5,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.013a-Carbon,0,1000 LF,kg,lognormal,22.67,0.8035658816388481,,lognormal,363.7,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.013a-Energy,0,1000 LF,MJ,lognormal,572.49,0.8035658816388481,,lognormal,9221.31,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.013b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|5,10",0.60297,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.013b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|5,10",0.652742,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.013b-Carbon,0,1000 LF,kg,lognormal,40.01,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.013b-Energy,0,1000 LF,MJ,lognormal,1104.76,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.014a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|5,10",0.763687,,lognormal,"2915,2385|5,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.014a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|5,10",0.803566,0,lognormal,"3.08649,2.52531|5,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.014a-Carbon,0,1000 LF,kg,lognormal,22.67,0.8035658816388481,,lognormal,363.7,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.014a-Energy,0,1000 LF,MJ,lognormal,572.49,0.8035658816388481,,lognormal,9221.31,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.014b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|5,10",0.60297,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.014b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|5,10",0.652742,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.014b-Carbon,0,1000 LF,kg,lognormal,40.01,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.014b-Energy,0,1000 LF,MJ,lognormal,1104.76,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.021a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.021a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.021a-Carbon,0,1000 LF,kg,lognormal,33.07,0.6952689894270397,,lognormal,484.53,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.021a-Energy,0,1000 LF,MJ,lognormal,864.51,0.6952689894270397,,lognormal,12415.24,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.021b-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.021b-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.021b-Carbon,0,1000 LF,kg,lognormal,33.07,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.021b-Energy,0,1000 LF,MJ,lognormal,864.51,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.022a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.022a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.022a-Carbon,0,1000 LF,kg,lognormal,33.07,0.6952689894270397,,lognormal,484.53,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.022a-Energy,0,1000 LF,MJ,lognormal,864.51,0.6952689894270397,,lognormal,12415.24,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.023a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.023a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.023a-Carbon,0,1000 LF,kg,lognormal,35.97,0.6952689894270397,,lognormal,35.97,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.023a-Energy,0,1000 LF,MJ,lognormal,1021.56,0.6952689894270397,,lognormal,1021.56,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.023b-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"700,210|5,10",0.648767,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.023b-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"0.741188,0.222365|5,10",0.695269,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.023b-Carbon,0,1000 LF,kg,lognormal,33.07,0.6952689894270397,,lognormal,484.53,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.023b-Energy,0,1000 LF,MJ,lognormal,864.51,0.6952689894270397,,lognormal,12415.24,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.024a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.024a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.024a-Carbon,0,1000 LF,kg,lognormal,35.97,0.6952689894270397,,lognormal,35.97,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.024a-Energy,0,1000 LF,MJ,lognormal,1021.56,0.6952689894270397,,lognormal,1021.56,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.024b-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"700,210|5,10",0.648767,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.024b-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"0.741188,0.222365|5,10",0.695269,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.024b-Carbon,0,1000 LF,kg,lognormal,33.07,0.6952689894270397,,lognormal,484.53,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.51.024b-Energy,0,1000 LF,MJ,lognormal,864.51,0.6952689894270397,,lognormal,12415.24,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.011a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|5,10",0.763687,,lognormal,"2915,2385|5,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.011a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|5,10",0.803566,0,lognormal,"0.561188,0.1403|5,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.011a-Carbon,0,1000 LF,kg,lognormal,22.67,0.8035658816388481,,lognormal,363.7,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.011a-Energy,0,1000 LF,MJ,lognormal,572.49,0.8035658816388481,,lognormal,9221.31,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.011b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|5,10",0.60297,,lognormal,"4180,3420|5,10",0.0660143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.011b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|5,10",0.652742,0,lognormal,"0.804753,0.2012|5,10",0.258569,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.011b-Carbon,0,1000 LF,kg,lognormal,40.01,0.6527422952319575,,lognormal,628.49,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.011b-Energy,0,1000 LF,MJ,lognormal,1104.76,0.6527422952319575,,lognormal,16560.36,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.012a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|5,10",0.763687,,lognormal,"2915,2385|5,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.012a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|5,10",0.803566,0,lognormal,"0.561188,0.1403|5,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.012a-Carbon,0,1000 LF,kg,lognormal,22.67,0.8035658816388481,,lognormal,363.7,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.012a-Energy,0,1000 LF,MJ,lognormal,572.49,0.8035658816388481,,lognormal,9221.31,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.012b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|5,10",0.60297,,lognormal,"4180,3420|5,10",0.0660143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.012b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|5,10",0.652742,0,lognormal,"0.804753,0.2012|5,10",0.258569,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.012b-Carbon,0,1000 LF,kg,lognormal,40.01,0.6527422952319575,,lognormal,628.49,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.012b-Energy,0,1000 LF,MJ,lognormal,1104.76,0.6527422952319575,,lognormal,16560.36,0.25856891797747833,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.013a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|5,10",0.763687,,lognormal,"2915,2385|5,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.013a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|5,10",0.803566,0,lognormal,"3.08649,2.52531|5,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.013a-Carbon,0,1000 LF,kg,lognormal,22.67,0.8035658816388481,,lognormal,363.7,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.013a-Energy,0,1000 LF,MJ,lognormal,572.49,0.8035658816388481,,lognormal,9221.31,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.013b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|5,10",0.60297,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.013b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|5,10",0.652742,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.013b-Carbon,0,1000 LF,kg,lognormal,40.01,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.013b-Energy,0,1000 LF,MJ,lognormal,1104.76,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.014a-Cost,0,1000 LF,USD_2011,lognormal,"319,261|5,10",0.763687,,lognormal,"2915,2385|5,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.014a-Time,0,1000 LF,worker_day,lognormal,"0.337806,0.276394|5,10",0.803566,0,lognormal,"3.08649,2.52531|5,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.014a-Carbon,0,1000 LF,kg,lognormal,22.67,0.8035658816388481,,lognormal,363.7,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.014a-Energy,0,1000 LF,MJ,lognormal,572.49,0.8035658816388481,,lognormal,9221.31,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.014b-Cost,0,1000 LF,USD_2011,lognormal,"418,342|5,10",0.60297,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.014b-Time,0,1000 LF,worker_day,lognormal,"0.442635,0.362165|5,10",0.652742,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.014b-Carbon,0,1000 LF,kg,lognormal,40.01,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.014b-Energy,0,1000 LF,MJ,lognormal,1104.76,0.6527422952319575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.021a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.021a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.021a-Carbon,0,1000 LF,kg,lognormal,33.07,0.6952689894270397,,lognormal,484.53,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.021a-Energy,0,1000 LF,MJ,lognormal,864.51,0.6952689894270397,,lognormal,12415.24,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.022a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.022a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.022a-Carbon,0,1000 LF,kg,lognormal,33.07,0.6952689894270397,,lognormal,484.53,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.022a-Energy,0,1000 LF,MJ,lognormal,864.51,0.6952689894270397,,lognormal,12415.24,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.023a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.023a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.023a-Carbon,0,1000 LF,kg,lognormal,33.07,0.6952689894270397,,lognormal,484.53,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.023a-Energy,0,1000 LF,MJ,lognormal,864.51,0.6952689894270397,,lognormal,12415.24,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.023b-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"700,210|5,10",0.648767,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.023b-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"0.741188,0.222365|5,10",0.695269,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.023b-Carbon,0,1000 LF,kg,lognormal,35.97,0.6952689894270397,,lognormal,35.97,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.023b-Energy,0,1000 LF,MJ,lognormal,1021.56,0.6952689894270397,,lognormal,1021.56,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.024a-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"6700,2010|5,10",0.40381,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.024a-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"7.09416,2.12828|5,10",0.474934,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.024a-Carbon,0,1000 LF,kg,lognormal,33.07,0.6952689894270397,,lognormal,484.53,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.024a-Energy,0,1000 LF,MJ,lognormal,864.51,0.6952689894270397,,lognormal,12415.24,0.4749342697849579,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.024b-Cost,0,1000 LF,USD_2011,lognormal,"700,210|5,10",0.648767,,lognormal,"700,210|5,10",0.648767,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.024b-Time,0,1000 LF,worker_day,lognormal,"0.741188,0.222365|5,10",0.695269,0,lognormal,"0.741188,0.222365|5,10",0.695269,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.024b-Carbon,0,1000 LF,kg,lognormal,35.97,0.6952689894270397,,lognormal,35.97,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.20.61.024b-Energy,0,1000 LF,MJ,lognormal,1021.56,0.6952689894270397,,lognormal,1021.56,0.6952689894270397,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011a-Cost,0,1 EA,USD_2011,lognormal,"50820,41580|1,5",0.178483,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011a-Time,0,1 EA,worker_day,lognormal,"14.2677,4.75592|1,5",0.307174,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011a-Carbon,0,1 EA,kg,lognormal,25564.37,0.30717428027372073,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011a-Energy,0,1 EA,MJ,lognormal,296457.76,0.30717428027372073,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011b-Cost,0,1 EA,USD_2011,lognormal,"168300,137700|1,5",0.171056,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011b-Time,0,1 EA,worker_day,lognormal,"39.375,11.8125|1,5",0.30292,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011b-Carbon,0,1 EA,kg,lognormal,85253.48,0.30291965933843734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011b-Energy,0,1 EA,MJ,lognormal,987789.43,0.30291965933843734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011c-Cost,0,1 EA,USD_2011,lognormal,"280720,229680|1,5",0.172048,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011c-Time,0,1 EA,worker_day,lognormal,"52.5412,13.1353|1,5",0.303481,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011c-Carbon,0,1 EA,kg,lognormal,142390.7,0.3034806693743218,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011c-Energy,0,1 EA,MJ,lognormal,1649767.03,0.3034806693743218,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011d-Cost,0,1 EA,USD_2011,lognormal,"474100,387900|1,5",0.173368,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011d-Time,0,1 EA,worker_day,lognormal,"75.425,15.5287|1,5",0.304231,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011d-Carbon,0,1 EA,kg,lognormal,241055.69,0.30423089384349694,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.011d-Energy,0,1 EA,MJ,lognormal,2791588.1,0.30423089384349694,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012a-Cost,0,1 EA,USD_2011,lognormal,"2000,600|1,5",0.45231,,lognormal,"94400,28320|1,5",0.184341,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012a-Time,0,1 EA,worker_day,lognormal,"2.05881,0.617635|1,5",0.516802,0,lognormal,"58.3058,4.8588|1,5",0.310615,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012a-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,25674.86,0.31061484610886403,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012a-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,299683.71,0.31061484610886403,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012b-Cost,0,1 EA,USD_2011,lognormal,"50820,41580|1,5",0.178483,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012b-Time,0,1 EA,worker_day,lognormal,"14.2677,4.75592|1,5",0.307174,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012b-Carbon,0,1 EA,kg,lognormal,25564.37,0.30717428027372073,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012b-Energy,0,1 EA,MJ,lognormal,296457.76,0.30717428027372073,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012c-Cost,0,1 EA,USD_2011,lognormal,"1100,900|1,5",0.45231,,lognormal,"51920,42480|1,5",0.184341,,lognormal,"51920,42480|1,5",0.184341,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012c-Time,0,1 EA,worker_day,lognormal,"1.13234,0.926459|1,5",0.516802,0,lognormal,"14.5764,4.8588|1,5",0.310615,1,lognormal,"14.5764,4.8588|1,5",0.310615,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012c-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,25674.86,0.31061484610886403,,lognormal,25674.86,0.31061484610886403,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012c-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,299683.71,0.31061484610886403,,lognormal,299683.71,0.31061484610886403,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012d-Cost,0,1 EA,USD_2011,normal,"3000,900|1,5",0.398453,,lognormal,"309000,92700|1,5",0.173342,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012d-Time,0,1 EA,worker_day,normal,"3.08822,0.926453|1,5",0.470388,1,lognormal,"182.901,11.9283|1,5",0.304216,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012d-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,85421.8,0.3042160834085555,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012d-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,992789.62,0.3042160834085555,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012e-Cost,0,1 EA,USD_2011,lognormal,"168300,137700|1,5",0.171056,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012e-Time,0,1 EA,worker_day,lognormal,"39.375,11.8125|1,5",0.30292,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012e-Carbon,0,1 EA,kg,lognormal,85253.48,0.30291965933843734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012e-Energy,0,1 EA,MJ,lognormal,987789.43,0.30291965933843734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012f-Cost,0,1 EA,USD_2011,normal,"1650,1350|1,5",0.398453,,lognormal,"169950,139050|1,5",0.173342,,lognormal,"169950,139050|1,5",0.173342,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012f-Time,0,1 EA,worker_day,normal,"1.69851,1.38969|1,5",0.470388,1,lognormal,"39.761,11.9283|1,5",0.304216,1,lognormal,"39.761,11.9283|1,5",0.304216,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012f-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,85421.8,0.3042160834085555,,lognormal,85421.8,0.3042160834085555,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012f-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,992789.62,0.3042160834085555,,lognormal,992789.62,0.3042160834085555,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012g-Cost,0,1 EA,USD_2011,normal,"4400,1320|1,5",0.296982,,lognormal,"514800,154440|1,5",0.173116,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012g-Time,0,1 EA,worker_day,normal,"4.52941,1.35882|1,5",0.388198,1,lognormal,"291.468,13.2485|1,5",0.304088,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012g-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,142636.11,0.3040876848024582,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012g-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,1657132.86,0.3040876848024582,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012h-Cost,0,1 EA,USD_2011,lognormal,"280720,229680|1,5",0.172048,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012h-Time,0,1 EA,worker_day,lognormal,"52.5412,13.1353|1,5",0.303481,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012h-Carbon,0,1 EA,kg,lognormal,142390.7,0.3034806693743218,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012h-Energy,0,1 EA,MJ,lognormal,1649767.03,0.3034806693743218,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012i-Cost,0,1 EA,USD_2011,normal,"2420,1980|1,5",0.296982,,lognormal,"283140,231660|1,5",0.173116,,lognormal,"283140,231660|1,5",0.173116,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012i-Time,0,1 EA,worker_day,normal,"2.49117,2.03823|1,5",0.388198,1,lognormal,"52.9942,13.2485|1,5",0.304088,1,lognormal,"52.9942,13.2485|1,5",0.304088,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012i-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,142636.11,0.3040876848024582,,lognormal,142636.11,0.3040876848024582,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012i-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,1657132.86,0.3040876848024582,,lognormal,1657132.86,0.3040876848024582,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012j-Cost,0,1 EA,USD_2011,lognormal,"4800,1440|1,5",0.288523,,lognormal,"866800,260040|1,5",0.174,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012j-Time,0,1 EA,worker_day,lognormal,"4.94119,1.48236|1,5",0.381766,1,lognormal,"477.377,15.6151|1,5",0.304591,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012j-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,241301.09,0.30459124728000575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012j-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,2798953.93,0.30459124728000575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012k-Cost,0,1 EA,USD_2011,lognormal,"474100,387900|1,5",0.173368,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012k-Time,0,1 EA,worker_day,lognormal,"75.425,15.5287|1,5",0.304231,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012k-Carbon,0,1 EA,kg,lognormal,241055.69,0.30423089384349694,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012k-Energy,0,1 EA,MJ,lognormal,2791588.1,0.30423089384349694,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012l-Cost,0,1 EA,USD_2011,lognormal,"2640,2160|1,5",0.288523,,lognormal,"476740,390060|1,5",0.174,,lognormal,"476740,390060|1,5",0.174,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012l-Time,0,1 EA,worker_day,lognormal,"2.71766,2.22354|1,5",0.381766,1,lognormal,"75.845,15.6151|1,5",0.304591,1,lognormal,"75.845,15.6151|1,5",0.304591,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012l-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,241301.09,0.30459124728000575,,lognormal,241301.09,0.30459124728000575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.012l-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,2798953.93,0.30459124728000575,,lognormal,2798953.93,0.30459124728000575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013a-Cost,0,1 EA,USD_2011,lognormal,"1100,900|1,5",0.45231,,lognormal,"51920,42480|1,5",0.184341,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013a-Time,0,1 EA,worker_day,lognormal,"1.13234,0.926459|1,5",0.516802,0,lognormal,"14.5764,4.8588|1,5",0.310615,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013a-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,25674.86,0.31061484610886403,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013a-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,299683.71,0.31061484610886403,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013b-Cost,0,1 EA,USD_2011,lognormal,"50820,41580|1,5",0.178483,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013b-Time,0,1 EA,worker_day,lognormal,"14.2677,4.75592|1,5",0.307174,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013b-Carbon,0,1 EA,kg,lognormal,25564.37,0.30717428027372073,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013b-Energy,0,1 EA,MJ,lognormal,296457.76,0.30717428027372073,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013c-Cost,0,1 EA,USD_2011,lognormal,"1100,900|1,5",0.45231,,lognormal,"51920,42480|1,5",0.184341,,lognormal,"51920,42480|1,5",0.184341,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013c-Time,0,1 EA,worker_day,lognormal,"1.29415,1.05885|1,5",0.516802,0,lognormal,"11.1058,2.77645|1,5",0.310615,1,lognormal,"16.6588,5.55296|1,5",0.310615,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013c-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,25674.86,0.31061484610886403,,lognormal,25674.86,0.31061484610886403,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013c-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,299683.71,0.31061484610886403,,lognormal,299683.71,0.31061484610886403,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013d-Cost,0,1 EA,USD_2011,normal,"1650,1350|1,5",0.398453,,lognormal,"169950,139050|1,5",0.173342,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013d-Time,0,1 EA,worker_day,normal,"1.69851,1.38969|1,5",0.470388,1,lognormal,"39.761,11.9283|1,5",0.304216,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013d-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,85421.8,0.3042160834085555,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013d-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,992789.62,0.3042160834085555,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013e-Cost,0,1 EA,USD_2011,lognormal,"168300,137700|1,5",0.171056,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013e-Time,0,1 EA,worker_day,lognormal,"39.375,11.8125|1,5",0.30292,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013e-Carbon,0,1 EA,kg,lognormal,85253.48,0.30291965933843734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013e-Energy,0,1 EA,MJ,lognormal,987789.43,0.30291965933843734,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013f-Cost,0,1 EA,USD_2011,normal,"1650,1350|1,5",0.398453,,lognormal,"169950,139050|1,5",0.173342,,lognormal,"169950,139050|1,5",0.173342,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013f-Time,0,1 EA,worker_day,normal,"1.94117,1.58823|1,5",0.470388,1,lognormal,"36.353,9.08825|1,5",0.304216,1,lognormal,"45.4412,13.6324|1,5",0.304216,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013f-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,85421.8,0.3042160834085555,,lognormal,85421.8,0.3042160834085555,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013f-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,992789.62,0.3042160834085555,,lognormal,992789.62,0.3042160834085555,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013g-Cost,0,1 EA,USD_2011,normal,"2420,1980|1,5",0.296982,,lognormal,"283140,231660|1,5",0.173116,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013g-Time,0,1 EA,worker_day,normal,"2.49117,2.03823|1,5",0.388198,1,lognormal,"52.9942,13.2485|1,5",0.304088,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013g-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,142636.11,0.3040876848024582,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013g-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,1657132.86,0.3040876848024582,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013h-Cost,0,1 EA,USD_2011,lognormal,"280720,229680|1,5",0.172048,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013h-Time,0,1 EA,worker_day,lognormal,"60.047,15.0117|1,5",0.303481,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013h-Carbon,0,1 EA,kg,lognormal,142390.7,0.3034806693743218,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013h-Energy,0,1 EA,MJ,lognormal,1649767.03,0.3034806693743218,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013i-Cost,0,1 EA,USD_2011,normal,"2420,1980|1,5",0.296982,,lognormal,"283140,231660|1,5",0.173116,,lognormal,"283140,231660|1,5",0.173116,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013i-Time,0,1 EA,worker_day,normal,"0.284682,0.232918|1,5",0.388198,1,lognormal,"33.3106,27.2542|1,5",0.304088,1,lognormal,"33.3106,27.2542|1,5",0.304088,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013i-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,142636.11,0.3040876848024582,,lognormal,142636.11,0.3040876848024582,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013i-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,1657132.86,0.3040876848024582,,lognormal,1657132.86,0.3040876848024582,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013j-Cost,0,1 EA,USD_2011,lognormal,"2640,2160|1,5",0.288523,,lognormal,"476740,390060|1,5",0.174,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013j-Time,0,1 EA,worker_day,lognormal,"2.71766,2.22354|1,5",0.381766,1,lognormal,"75.845,15.6151|1,5",0.304591,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013j-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,241301.09,0.30459124728000575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013j-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,2798953.93,0.30459124728000575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013k-Cost,0,1 EA,USD_2011,lognormal,"474100,387900|1,5",0.173368,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013k-Time,0,1 EA,worker_day,lognormal,"86.2,17.7471|1,5",0.304231,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013k-Carbon,0,1 EA,kg,lognormal,241055.69,0.30423089384349694,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013k-Energy,0,1 EA,MJ,lognormal,2791588.1,0.30423089384349694,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013l-Cost,0,1 EA,USD_2011,lognormal,"2640,2160|1,5",0.288523,,lognormal,"476740,390060|1,5",0.174,,lognormal,"476740,390060|1,5",0.174,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013l-Time,0,1 EA,worker_day,lognormal,"0.310635,0.254165|1,5",0.381766,1,lognormal,"8.66802,1.7846|1,5",0.304591,1,lognormal,"8.66802,1.7846|1,5",0.304591,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013l-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,241301.09,0.30459124728000575,,lognormal,241301.09,0.30459124728000575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.013l-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,2798953.93,0.30459124728000575,,lognormal,2798953.93,0.30459124728000575,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021a-Cost,0,1 EA,USD_2011,lognormal,"26070,21330|1,5",0.171959,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021a-Time,0,1 EA,worker_day,lognormal,"8.36474,2.78826|1,5",0.30343,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021a-Carbon,0,1 EA,kg,lognormal,12943.84,0.3034304144244429,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021a-Energy,0,1 EA,MJ,lognormal,150447.45,0.3034304144244429,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021b-Cost,0,1 EA,USD_2011,lognormal,"85800,70200|1,5",0.174358,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021b-Time,0,1 EA,worker_day,lognormal,"22.9412,6.88235|1,5",0.304796,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021b-Carbon,0,1 EA,kg,lognormal,43185.06,0.30479594217218026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021b-Energy,0,1 EA,MJ,lognormal,501088.4,0.30479594217218026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021c-Cost,0,1 EA,USD_2011,lognormal,"143220,117180|1,5",0.176439,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021c-Time,0,1 EA,worker_day,lognormal,"30.6352,7.6588|1,5",0.305991,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021c-Carbon,0,1 EA,kg,lognormal,72276.66,0.30599139814724513,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021c-Energy,0,1 EA,MJ,lognormal,838598.65,0.30599139814724513,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021d-Cost,0,1 EA,USD_2011,lognormal,"240350,196650|1,5",0.172966,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021d-Time,0,1 EA,worker_day,lognormal,"43.7,8.99705|1,5",0.304002,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021d-Carbon,0,1 EA,kg,lognormal,121861.82,0.30400209525489463,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.021d-Energy,0,1 EA,MJ,lognormal,1412601.85,0.30400209525489463,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022a-Cost,0,1 EA,USD_2011,lognormal,"1100,900|1,5",0.45231,,lognormal,"27170,22230|1,5",0.183443,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022a-Time,0,1 EA,worker_day,lognormal,"0.129365,0.105835|1,5",0.516802,0,lognormal,"3.19649,2.61531|1,5",0.310083,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022a-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,13054.34,0.3100828856774156,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022a-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,153673.4,0.3100828856774156,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022b-Cost,0,1 EA,USD_2011,lognormal,"26070,21330|1,5",0.171959,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022b-Time,0,1 EA,worker_day,lognormal,"8.36474,2.78826|1,5",0.30343,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022b-Carbon,0,1 EA,kg,lognormal,12943.84,0.3034304144244429,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022b-Energy,0,1 EA,MJ,lognormal,150447.45,0.3034304144244429,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022c-Cost,0,1 EA,USD_2011,lognormal,"1100,900|1,5",0.45231,,lognormal,"27170,22230|1,5",0.183443,,lognormal,"26070,21330|1,5",0.171959,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022c-Time,0,1 EA,worker_day,lognormal,"1.29415,1.05885|1,5",0.516802,0,lognormal,"8.71768,2.90592|1,5",0.310083,1,lognormal,"8.36474,2.78826|1,5",0.30343,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022c-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,13054.34,0.3100828856774156,,lognormal,12943.84,0.3034304144244429,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022c-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,153673.4,0.3100828856774156,,lognormal,150447.45,0.3034304144244429,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022d-Cost,0,1 EA,USD_2011,normal,"1650,1350|1,5",0.398453,,lognormal,"87450,71550|1,5",0.178731,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022d-Time,0,1 EA,worker_day,normal,"0.194147,0.158853|1,5",0.470388,1,lognormal,"2.33819,0.70145|1,5",0.307319,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022d-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,43353.37,0.30731894409104826,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022d-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,506088.59,0.30731894409104826,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022e-Cost,0,1 EA,USD_2011,lognormal,"85800,70200|1,5",0.174358,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022e-Time,0,1 EA,worker_day,lognormal,"22.9412,6.88235|1,5",0.304796,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022e-Carbon,0,1 EA,kg,lognormal,43185.06,0.30479594217218026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022e-Energy,0,1 EA,MJ,lognormal,501088.4,0.30479594217218026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022f-Cost,0,1 EA,USD_2011,normal,"1650,1350|1,5",0.398453,,lognormal,"87450,71550|1,5",0.178731,,lognormal,"85800,70200|1,5",0.174358,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022f-Time,0,1 EA,worker_day,normal,"1.94117,1.58823|1,5",0.470388,1,lognormal,"23.3823,7.0147|1,5",0.307319,1,lognormal,"22.9412,6.88235|1,5",0.304796,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022f-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,43353.37,0.30731894409104826,,lognormal,43185.06,0.30479594217218026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022f-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,506088.59,0.30731894409104826,,lognormal,501088.4,0.30479594217218026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022g-Cost,0,1 EA,USD_2011,normal,"2420,1980|1,5",0.296982,,lognormal,"145640,119160|1,5",0.178444,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022g-Time,0,1 EA,worker_day,normal,"2.84702,2.32938|1,5",0.388198,1,lognormal,"31.153,7.78825|1,5",0.307152,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022g-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,72522.07,0.30715194823250114,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022g-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,845964.48,0.30715194823250114,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022h-Cost,0,1 EA,USD_2011,lognormal,"143220,117180|1,5",0.176439,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022h-Time,0,1 EA,worker_day,lognormal,"30.6352,7.6588|1,5",0.305991,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022h-Carbon,0,1 EA,kg,lognormal,72276.66,0.30599139814724513,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022h-Energy,0,1 EA,MJ,lognormal,838598.65,0.30599139814724513,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022i-Cost,0,1 EA,USD_2011,normal,"2420,1980|1,5",0.296982,,lognormal,"145640,119160|1,5",0.178444,,lognormal,"143220,117180|1,5",0.176439,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022i-Time,0,1 EA,worker_day,normal,"0.854147,0.698853|1,5",0.388198,1,lognormal,"9.34584,2.33645|1,5",0.307152,1,lognormal,"9.19059,2.29765|1,5",0.305991,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022i-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,72522.07,0.30715194823250114,,lognormal,72276.66,0.30599139814724513,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022i-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,845964.48,0.30715194823250114,,lognormal,838598.65,0.30599139814724513,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022j-Cost,0,1 EA,USD_2011,lognormal,"2640,2160|1,5",0.288523,,lognormal,"242990,198810|1,5",0.174209,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022j-Time,0,1 EA,worker_day,lognormal,"3.10585,2.54115|1,5",0.381766,1,lognormal,"44.18,9.0959|1,5",0.304711,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022j-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,122107.23,0.3047112362842156,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022j-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,1419967.67,0.3047112362842156,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022k-Cost,0,1 EA,USD_2011,lognormal,"240350,196650|1,5",0.172966,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022k-Time,0,1 EA,worker_day,lognormal,"43.7,8.99705|1,5",0.304002,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022k-Carbon,0,1 EA,kg,lognormal,121861.82,0.30400209525489463,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022k-Energy,0,1 EA,MJ,lognormal,1412601.85,0.30400209525489463,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022l-Cost,0,1 EA,USD_2011,lognormal,"2640,2160|1,5",0.288523,,lognormal,"242990,198810|1,5",0.174209,,lognormal,"240350,196650|1,5",0.172966,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022l-Time,0,1 EA,worker_day,lognormal,"0.931806,0.762394|1,5",0.381766,1,lognormal,"13.254,2.72875|1,5",0.304711,1,lognormal,"13.11,2.6991|1,5",0.304002,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022l-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,122107.23,0.3047112362842156,,lognormal,121861.82,0.30400209525489463,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.022l-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,1419967.67,0.3047112362842156,,lognormal,1412601.85,0.30400209525489463,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023a-Cost,0,1 EA,USD_2011,lognormal,"1100,900|1,5",0.45231,,lognormal,"27170,22230|1,5",0.183443,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023a-Time,0,1 EA,worker_day,lognormal,"0.388194,0.317606|1,5",0.516802,0,lognormal,"2.61526,0.87175|1,5",0.310083,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023a-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,13054.34,0.3100828856774156,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023a-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,153673.4,0.3100828856774156,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023b-Cost,0,1 EA,USD_2011,lognormal,"26070,21330|1,5",0.171959,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023b-Time,0,1 EA,worker_day,lognormal,"8.36474,2.78826|1,5",0.30343,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023b-Carbon,0,1 EA,kg,lognormal,12943.84,0.3034304144244429,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023b-Energy,0,1 EA,MJ,lognormal,150447.45,0.3034304144244429,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023c-Cost,0,1 EA,USD_2011,lognormal,"1100,900|1,5",0.45231,,lognormal,"27170,22230|1,5",0.183443,,lognormal,"26070,21330|1,5",0.171959,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023c-Time,0,1 EA,worker_day,lognormal,"1.29415,1.05885|1,5",0.516802,0,lognormal,"8.71768,2.90592|1,5",0.310083,1,lognormal,"8.36474,2.78826|1,5",0.30343,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023c-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,13054.34,0.3100828856774156,,lognormal,12943.84,0.3034304144244429,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023c-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,153673.4,0.3100828856774156,,lognormal,150447.45,0.3034304144244429,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023d-Cost,0,1 EA,USD_2011,normal,"1650,1350|1,5",0.398453,,lognormal,"87450,71550|1,5",0.178731,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023d-Time,0,1 EA,worker_day,normal,"0.582341,0.476459|1,5",0.470388,1,lognormal,"7.01468,2.1044|1,5",0.307319,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023d-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,43353.37,0.30731894409104826,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023d-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,506088.59,0.30731894409104826,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023e-Cost,0,1 EA,USD_2011,lognormal,"85800,70200|1,5",0.174358,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023e-Time,0,1 EA,worker_day,lognormal,"22.9412,6.88235|1,5",0.304796,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023e-Carbon,0,1 EA,kg,lognormal,43185.06,0.30479594217218026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023e-Energy,0,1 EA,MJ,lognormal,501088.4,0.30479594217218026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023f-Cost,0,1 EA,USD_2011,normal,"1650,1350|1,5",0.398453,,lognormal,"87450,71550|1,5",0.178731,,lognormal,"85800,70200|1,5",0.174358,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023f-Time,0,1 EA,worker_day,normal,"1.94117,1.58823|1,5",0.470388,1,lognormal,"23.3823,7.0147|1,5",0.307319,1,lognormal,"22.9412,6.88235|1,5",0.304796,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023f-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,43353.37,0.30731894409104826,,lognormal,43185.06,0.30479594217218026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023f-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,506088.59,0.30731894409104826,,lognormal,501088.4,0.30479594217218026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023g-Cost,0,1 EA,USD_2011,normal,"2420,1980|1,5",0.296982,,lognormal,"145640,119160|1,5",0.178444,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023g-Time,0,1 EA,worker_day,normal,"2.84702,2.32938|1,5",0.388198,1,lognormal,"31.153,7.78825|1,5",0.307152,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023g-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,72522.07,0.30715194823250114,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023g-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,845964.48,0.30715194823250114,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023h-Cost,0,1 EA,USD_2011,lognormal,"143220,117180|1,5",0.176439,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023h-Time,0,1 EA,worker_day,lognormal,"30.6352,7.6588|1,5",0.305991,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023h-Carbon,0,1 EA,kg,lognormal,72276.66,0.30599139814724513,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023h-Energy,0,1 EA,MJ,lognormal,838598.65,0.30599139814724513,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023i-Cost,0,1 EA,USD_2011,normal,"2420,1980|1,5",0.296982,,lognormal,"145640,119160|1,5",0.178444,,lognormal,"143220,117180|1,5",0.176439,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023i-Time,0,1 EA,worker_day,normal,"0.854147,0.698853|1,5",0.388198,1,lognormal,"9.34584,2.33645|1,5",0.307152,1,lognormal,"9.19059,2.29765|1,5",0.305991,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023i-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,72522.07,0.30715194823250114,,lognormal,72276.66,0.30599139814724513,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023i-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,845964.48,0.30715194823250114,,lognormal,838598.65,0.30599139814724513,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023j-Cost,0,1 EA,USD_2011,lognormal,"2640,2160|1,5",0.288523,,lognormal,"242990,198810|1,5",0.174209,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023j-Time,0,1 EA,worker_day,lognormal,"3.10585,2.54115|1,5",0.381766,1,lognormal,"44.18,9.0959|1,5",0.304711,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023j-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,122107.23,0.3047112362842156,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023j-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,1419967.67,0.3047112362842156,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023k-Cost,0,1 EA,USD_2011,lognormal,"240350,196650|1,5",0.172966,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023k-Time,0,1 EA,worker_day,lognormal,"43.7,8.99705|1,5",0.304002,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023k-Carbon,0,1 EA,kg,lognormal,121861.82,0.30400209525489463,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023k-Energy,0,1 EA,MJ,lognormal,1412601.85,0.30400209525489463,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023l-Cost,0,1 EA,USD_2011,lognormal,"2640,2160|1,5",0.288523,,lognormal,"242990,198810|1,5",0.174209,,lognormal,"240350,196650|1,5",0.172966,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023l-Time,0,1 EA,worker_day,lognormal,"0.931806,0.762394|1,5",0.381766,1,lognormal,"13.254,2.72875|1,5",0.304711,1,lognormal,"13.11,2.6991|1,5",0.304002,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023l-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,122107.23,0.3047112362842156,,lognormal,121861.82,0.30400209525489463,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.31.023l-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,1419967.67,0.3047112362842156,,lognormal,1412601.85,0.30400209525489463,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011a-Cost,0,1 EA,USD_2011,lognormal,"825,675|1,5",0.172327,,lognormal,"2970,2430|1,5",0.206269,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011a-Time,0,1 EA,worker_day,lognormal,"0.970635,0.794165|1,5",0.303639,0,lognormal,"0.635247,0.1588|1,5",0.32411,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011a-Carbon,0,1 EA,kg,lognormal,336.55,0.30363871306742546,,lognormal,1167.79,0.3241096638683143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011a-Energy,0,1 EA,MJ,lognormal,3893.61,0.30363871306742546,,lognormal,13811.74,0.3241096638683143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011b-Cost,0,1 EA,USD_2011,lognormal,"3300,2700|1,5",0.171333,,lognormal,"8800,7200|1,5",0.192977,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011b-Time,0,1 EA,worker_day,lognormal,"3.88234,3.17646|1,5",0.303076,0,lognormal,"1.88238,0.4706|1,5",0.315817,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011b-Carbon,0,1 EA,kg,lognormal,1346.19,0.30307598982008704,,lognormal,3720.7,0.31581655539674774,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011b-Energy,0,1 EA,MJ,lognormal,15574.43,0.30307598982008704,,lognormal,43855.64,0.31581655539674774,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011c-Cost,0,1 EA,USD_2011,lognormal,"990,810|1,5",0.169067,,lognormal,"9020,7380|1,5",0.21996,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011c-Time,0,1 EA,worker_day,lognormal,"1.16468,0.952918|1,5",0.3018,0,lognormal,"1.92941,0.48235|1,5",0.33299,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011c-Carbon,0,1 EA,kg,lognormal,403.86,0.301800463719847,,lognormal,3833.91,0.3329902772732801,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011c-Energy,0,1 EA,MJ,lognormal,4672.33,0.301800463719847,,lognormal,45843.34,0.3329902772732801,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011d-Cost,0,1 EA,USD_2011,lognormal,"4400,3600|1,5",0.171333,,lognormal,"33000,27000|1,5",0.19097,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011d-Time,0,1 EA,worker_day,lognormal,"5.17649,4.23531|1,5",0.303076,0,lognormal,"7.05881,1.7647|1,5",0.314594,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011d-Carbon,0,1 EA,kg,lognormal,1794.92,0.3030759631382006,,lognormal,13762.57,0.3145941585074954,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.011d-Energy,0,1 EA,MJ,lognormal,20765.91,0.3030759631382006,,lognormal,161049.7,0.3145941585074954,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012a-Cost,0,1 EA,USD_2011,lognormal,"495,405|1,5",0.548617,,lognormal,"3465,2835|1,5",0.258207,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012a-Time,0,1 EA,worker_day,lognormal,"0.174682,0.142918|1,5",0.602893,0,lognormal,"1.22298,1.00062|1,5",0.359403,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012a-Carbon,0,1 EA,kg,lognormal,52.68,0.6028931128910562,,lognormal,1220.46,0.3594034847410024,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012a-Energy,0,1 EA,MJ,lognormal,1451.72,0.6028931128910562,,lognormal,15263.46,0.3594034847410024,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012b-Cost,0,1 EA,USD_2011,lognormal,"825,675|1,5",0.172327,,lognormal,"2970,2430|1,5",0.206269,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012b-Time,0,1 EA,worker_day,lognormal,"0.970635,0.794165|1,5",0.303639,0,lognormal,"0.635247,0.1588|1,5",0.32411,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012b-Carbon,0,1 EA,kg,lognormal,336.55,0.30363871306742546,,lognormal,1167.79,0.3241096638683143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012b-Energy,0,1 EA,MJ,lognormal,3893.61,0.30363871306742546,,lognormal,13811.74,0.3241096638683143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012c-Cost,0,1 EA,USD_2011,lognormal,"495,405|1,5",0.548617,,lognormal,"3465,2835|1,5",0.258207,,lognormal,"825,675|1,5",0.172327,,lognormal,"3465,2835|1,5",0.258207,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012c-Time,0,1 EA,worker_day,lognormal,"0.582341,0.476459|1,5",0.602893,0,lognormal,"0.741188,0.1853|1,5",0.359403,1,lognormal,"0.970635,0.794165|1,5",0.303639,0,lognormal,"4.07649,3.33531|1,5",0.359403,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012c-Carbon,0,1 EA,kg,lognormal,52.68,0.6028931128910562,,lognormal,1220.46,0.3594034847410024,,lognormal,336.55,0.30363871306742546,,lognormal,1220.46,0.3594034847410024,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012c-Energy,0,1 EA,MJ,lognormal,1451.72,0.6028931128910562,,lognormal,15263.46,0.3594034847410024,,lognormal,3893.61,0.30363871306742546,,lognormal,15263.46,0.3594034847410024,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012d-Cost,0,1 EA,USD_2011,lognormal,"935,765|1,5",0.444396,,lognormal,"9735,7965|1,5",0.218277,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012d-Time,0,1 EA,worker_day,lognormal,"0.33,0.27|1,5",0.50989,0,lognormal,"3.43585,2.81115|1,5",0.331881,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012d-Carbon,0,1 EA,kg,lognormal,91.22,0.5098898657170643,,lognormal,3811.93,0.3318809864052546,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012d-Energy,0,1 EA,MJ,lognormal,2634.54,0.5098898657170643,,lognormal,46490.18,0.3318809864052546,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012e-Cost,0,1 EA,USD_2011,lognormal,"3300,2700|1,5",0.171333,,lognormal,"8800,7200|1,5",0.192977,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012e-Time,0,1 EA,worker_day,lognormal,"3.88234,3.17646|1,5",0.303076,0,lognormal,"1.88238,0.4706|1,5",0.315817,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012e-Carbon,0,1 EA,kg,lognormal,1346.19,0.30307598982008704,,lognormal,3720.7,0.31581655539674774,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012e-Energy,0,1 EA,MJ,lognormal,15574.43,0.30307598982008704,,lognormal,43855.64,0.31581655539674774,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012f-Cost,0,1 EA,USD_2011,lognormal,"935,765|1,5",0.444396,,lognormal,"9735,7965|1,5",0.218277,,lognormal,"3300,2700|1,5",0.171333,,lognormal,"9735,7965|1,5",0.218277,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012f-Time,0,1 EA,worker_day,lognormal,"1.1,0.9|1,5",0.50989,0,lognormal,"2.08238,0.5206|1,5",0.331881,1,lognormal,"3.88234,3.17646|1,5",0.303076,0,lognormal,"11.453,9.37062|1,5",0.331881,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012f-Carbon,0,1 EA,kg,lognormal,91.22,0.5098898657170643,,lognormal,3811.93,0.3318809864052546,,lognormal,1346.19,0.30307598982008704,,lognormal,3811.93,0.3318809864052546,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012f-Energy,0,1 EA,MJ,lognormal,2634.54,0.5098898657170643,,lognormal,46490.18,0.3318809864052546,,lognormal,15574.43,0.30307598982008704,,lognormal,46490.18,0.3318809864052546,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012g-Cost,0,1 EA,USD_2011,lognormal,"495,405|1,5",0.548617,,lognormal,"9515,7785|1,5",0.238205,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012g-Time,0,1 EA,worker_day,lognormal,"0.582341,0.476459|1,5",0.602893,0,lognormal,"2.03525,0.5088|1,5",0.345314,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012g-Carbon,0,1 EA,kg,lognormal,52.68,0.6028931128910562,,lognormal,3886.58,0.3453141325918733,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012g-Energy,0,1 EA,MJ,lognormal,1451.72,0.6028931128910562,,lognormal,47295.06,0.3453141325918733,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012h-Cost,0,1 EA,USD_2011,lognormal,"990,810|1,5",0.169067,,lognormal,"9020,7380|1,5",0.21996,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012h-Time,0,1 EA,worker_day,lognormal,"1.16468,0.952918|1,5",0.3018,0,lognormal,"1.92941,0.48235|1,5",0.33299,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012h-Carbon,0,1 EA,kg,lognormal,403.86,0.301800463719847,,lognormal,3833.91,0.3329902772732801,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012h-Energy,0,1 EA,MJ,lognormal,4672.33,0.301800463719847,,lognormal,45843.34,0.3329902772732801,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012i-Cost,0,1 EA,USD_2011,lognormal,"495,405|1,5",0.548617,,lognormal,"9515,7785|1,5",0.238205,,lognormal,"990,810|1,5",0.169067,,lognormal,"9515,7785|1,5",0.238205,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012i-Time,0,1 EA,worker_day,lognormal,"0.174682,0.142918|1,5",0.602893,0,lognormal,"3.35819,2.74761|1,5",0.345314,1,lognormal,"0.349365,0.285835|1,5",0.3018,0,lognormal,"3.35819,2.74761|1,5",0.345314,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012i-Carbon,0,1 EA,kg,lognormal,52.68,0.6028931128910562,,lognormal,3886.58,0.3453141325918733,,lognormal,403.86,0.301800463719847,,lognormal,3886.58,0.3453141325918733,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012i-Energy,0,1 EA,MJ,lognormal,1451.72,0.6028931128910562,,lognormal,47295.06,0.3453141325918733,,lognormal,4672.33,0.301800463719847,,lognormal,47295.06,0.3453141325918733,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012j-Cost,0,1 EA,USD_2011,lognormal,"935,765|1,5",0.444396,,lognormal,"33935,27765|1,5",0.198328,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012j-Time,0,1 EA,worker_day,lognormal,"1.1,0.9|1,5",0.50989,0,lognormal,"7.25881,1.8147|1,5",0.319114,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012j-Carbon,0,1 EA,kg,lognormal,91.22,0.5098898657170643,,lognormal,13853.79,0.31911431101607274,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012j-Energy,0,1 EA,MJ,lognormal,2634.54,0.5098898657170643,,lognormal,163684.24,0.31911431101607274,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012k-Cost,0,1 EA,USD_2011,lognormal,"4400,3600|1,5",0.171333,,lognormal,"33000,27000|1,5",0.19097,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012k-Time,0,1 EA,worker_day,lognormal,"5.17649,4.23531|1,5",0.303076,0,lognormal,"7.05881,1.7647|1,5",0.314594,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012k-Carbon,0,1 EA,kg,lognormal,1794.92,0.3030759631382006,,lognormal,13762.57,0.3145941585074954,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012k-Energy,0,1 EA,MJ,lognormal,20765.91,0.3030759631382006,,lognormal,161049.7,0.3145941585074954,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012l-Cost,0,1 EA,USD_2011,lognormal,"935,765|1,5",0.444396,,lognormal,"33935,27765|1,5",0.198328,,lognormal,"4400,3600|1,5",0.171333,,lognormal,"33935,27765|1,5",0.198328,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012l-Time,0,1 EA,worker_day,lognormal,"0.33,0.27|1,5",0.50989,0,lognormal,"11.977,9.79938|1,5",0.319114,1,lognormal,"1.55298,1.27062|1,5",0.303076,0,lognormal,"11.977,9.79938|1,5",0.319114,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012l-Carbon,0,1 EA,kg,lognormal,91.22,0.5098898657170643,,lognormal,13853.79,0.31911431101607274,,lognormal,1794.92,0.3030759631382006,,lognormal,13853.79,0.31911431101607274,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.012l-Energy,0,1 EA,MJ,lognormal,2634.54,0.5098898657170643,,lognormal,163684.24,0.31911431101607274,,lognormal,20765.91,0.3030759631382006,,lognormal,163684.24,0.31911431101607274,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013a-Cost,0,1 EA,USD_2011,lognormal,"495,405|1,5",0.548617,,lognormal,"3465,2835|1,5",0.258207,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013a-Time,0,1 EA,worker_day,lognormal,"0.174682,0.142918|1,5",0.602893,0,lognormal,"1.22298,1.00062|1,5",0.359403,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013a-Carbon,0,1 EA,kg,lognormal,52.68,0.6028931128910562,,lognormal,1220.46,0.3594034847410024,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013a-Energy,0,1 EA,MJ,lognormal,1451.72,0.6028931128910562,,lognormal,15263.46,0.3594034847410024,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013b-Cost,0,1 EA,USD_2011,lognormal,"825,675|1,5",0.172327,,lognormal,"2970,2430|1,5",0.206269,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013b-Time,0,1 EA,worker_day,lognormal,"0.970635,0.794165|1,5",0.303639,0,lognormal,"0.635247,0.1588|1,5",0.32411,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013b-Carbon,0,1 EA,kg,lognormal,336.55,0.30363871306742546,,lognormal,1167.79,0.3241096638683143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013b-Energy,0,1 EA,MJ,lognormal,3893.61,0.30363871306742546,,lognormal,13811.74,0.3241096638683143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013c-Cost,0,1 EA,USD_2011,lognormal,"495,405|1,5",0.548617,,lognormal,"3465,2835|1,5",0.258207,,lognormal,"825,675|1,5",0.172327,,lognormal,"3465,2835|1,5",0.258207,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013c-Time,0,1 EA,worker_day,lognormal,"0.582341,0.476459|1,5",0.602893,0,lognormal,"1.48239,0.741212|1,5",0.359403,1,lognormal,"0.970635,0.794165|1,5",0.303639,0,lognormal,"4.07649,3.33531|1,5",0.359403,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013c-Carbon,0,1 EA,kg,lognormal,52.68,0.6028931128910562,,lognormal,1220.46,0.3594034847410024,,lognormal,336.55,0.30363871306742546,,lognormal,1220.46,0.3594034847410024,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013c-Energy,0,1 EA,MJ,lognormal,1451.72,0.6028931128910562,,lognormal,15263.46,0.3594034847410024,,lognormal,3893.61,0.30363871306742546,,lognormal,15263.46,0.3594034847410024,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013d-Cost,0,1 EA,USD_2011,lognormal,"935,765|1,5",0.444396,,lognormal,"9735,7965|1,5",0.218277,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013d-Time,0,1 EA,worker_day,lognormal,"0.33,0.27|1,5",0.50989,0,lognormal,"3.43585,2.81115|1,5",0.331881,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013d-Carbon,0,1 EA,kg,lognormal,91.22,0.5098898657170643,,lognormal,3811.93,0.3318809864052546,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013d-Energy,0,1 EA,MJ,lognormal,2634.54,0.5098898657170643,,lognormal,46490.18,0.3318809864052546,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013e-Cost,0,1 EA,USD_2011,lognormal,"3300,2700|1,5",0.171333,,lognormal,"8800,7200|1,5",0.192977,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013e-Time,0,1 EA,worker_day,lognormal,"3.88234,3.17646|1,5",0.303076,0,lognormal,"1.88238,0.4706|1,5",0.315817,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013e-Carbon,0,1 EA,kg,lognormal,1346.19,0.30307598982008704,,lognormal,3720.7,0.31581655539674774,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013e-Energy,0,1 EA,MJ,lognormal,15574.43,0.30307598982008704,,lognormal,43855.64,0.31581655539674774,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013f-Cost,0,1 EA,USD_2011,lognormal,"935,765|1,5",0.444396,,lognormal,"9735,7965|1,5",0.218277,,lognormal,"3300,2700|1,5",0.171333,,lognormal,"9735,7965|1,5",0.218277,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013f-Time,0,1 EA,worker_day,lognormal,"1.1,0.9|1,5",0.50989,0,lognormal,"4.16468,2.08232|1,5",0.331881,1,lognormal,"3.88234,3.17646|1,5",0.303076,0,lognormal,"11.453,9.37062|1,5",0.331881,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013f-Carbon,0,1 EA,kg,lognormal,91.22,0.5098898657170643,,lognormal,3811.93,0.3318809864052546,,lognormal,1346.19,0.30307598982008704,,lognormal,3811.93,0.3318809864052546,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013f-Energy,0,1 EA,MJ,lognormal,2634.54,0.5098898657170643,,lognormal,46490.18,0.3318809864052546,,lognormal,15574.43,0.30307598982008704,,lognormal,46490.18,0.3318809864052546,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013g-Cost,0,1 EA,USD_2011,lognormal,"495,405|1,5",0.548617,,lognormal,"9515,7785|1,5",0.238205,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013g-Time,0,1 EA,worker_day,lognormal,"0.582341,0.476459|1,5",0.602893,0,lognormal,"2.03525,0.5088|1,5",0.345314,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013g-Carbon,0,1 EA,kg,lognormal,52.68,0.6028931128910562,,lognormal,3886.58,0.3453141325918733,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013g-Energy,0,1 EA,MJ,lognormal,1451.72,0.6028931128910562,,lognormal,47295.06,0.3453141325918733,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013h-Cost,0,1 EA,USD_2011,lognormal,"990,810|1,5",0.169067,,lognormal,"9020,7380|1,5",0.21996,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013h-Time,0,1 EA,worker_day,lognormal,"1.16468,0.952918|1,5",0.3018,0,lognormal,"3.85881,1.92939|1,5",0.33299,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013h-Carbon,0,1 EA,kg,lognormal,403.86,0.301800463719847,,lognormal,3833.91,0.3329902772732801,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013h-Energy,0,1 EA,MJ,lognormal,4672.33,0.301800463719847,,lognormal,45843.34,0.3329902772732801,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013i-Cost,0,1 EA,USD_2011,lognormal,"495,405|1,5",0.548617,,lognormal,"9515,7785|1,5",0.238205,,lognormal,"990,810|1,5",0.169067,,lognormal,"9515,7785|1,5",0.238205,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013i-Time,0,1 EA,worker_day,lognormal,"0.582341,0.476459|1,5",0.602893,0,lognormal,"4.07055,2.03525|1,5",0.345314,1,lognormal,"1.16468,0.952918|1,5",0.3018,0,lognormal,"11.1941,9.15885|1,5",0.345314,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013i-Carbon,0,1 EA,kg,lognormal,52.68,0.6028931128910562,,lognormal,3886.58,0.3453141325918733,,lognormal,403.86,0.301800463719847,,lognormal,3886.58,0.3453141325918733,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013i-Energy,0,1 EA,MJ,lognormal,1451.72,0.6028931128910562,,lognormal,47295.06,0.3453141325918733,,lognormal,4672.33,0.301800463719847,,lognormal,47295.06,0.3453141325918733,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013j-Cost,0,1 EA,USD_2011,lognormal,"935,765|1,5",0.444396,,lognormal,"33935,27765|1,5",0.198328,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013j-Time,0,1 EA,worker_day,lognormal,"1.1,0.9|1,5",0.50989,0,lognormal,"7.25881,1.8147|1,5",0.319114,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013j-Carbon,0,1 EA,kg,lognormal,91.22,0.5098898657170643,,lognormal,13853.79,0.31911431101607274,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013j-Energy,0,1 EA,MJ,lognormal,2634.54,0.5098898657170643,,lognormal,163684.24,0.31911431101607274,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013k-Cost,0,1 EA,USD_2011,lognormal,"4400,3600|1,5",0.171333,,lognormal,"33000,27000|1,5",0.19097,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013k-Time,0,1 EA,worker_day,lognormal,"5.17649,4.23531|1,5",0.303076,0,lognormal,"14.1176,7.05879|1,5",0.314594,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013k-Carbon,0,1 EA,kg,lognormal,1794.92,0.3030759631382006,,lognormal,13762.57,0.3145941585074954,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013k-Energy,0,1 EA,MJ,lognormal,20765.91,0.3030759631382006,,lognormal,161049.7,0.3145941585074954,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013l-Cost,0,1 EA,USD_2011,lognormal,"935,765|1,5",0.444396,,lognormal,"33935,27765|1,5",0.198328,,lognormal,"4400,3600|1,5",0.171333,,lognormal,"33935,27765|1,5",0.198328,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013l-Time,0,1 EA,worker_day,lognormal,"1.1,0.9|1,5",0.50989,0,lognormal,"14.5176,7.25879|1,5",0.319114,1,lognormal,"5.17649,4.23531|1,5",0.303076,0,lognormal,"39.9235,32.6647|1,5",0.319114,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013l-Carbon,0,1 EA,kg,lognormal,91.22,0.5098898657170643,,lognormal,13853.79,0.31911431101607274,,lognormal,1794.92,0.3030759631382006,,lognormal,13853.79,0.31911431101607274,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.32.013l-Energy,0,1 EA,MJ,lognormal,2634.54,0.5098898657170643,,lognormal,163684.24,0.31911431101607274,,lognormal,20765.91,0.3030759631382006,,lognormal,163684.24,0.31911431101607274,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001a-Cost,0,10 EA,USD_2011,lognormal,"7700,6300|1,5",0.342517,,lognormal,"29700,24300|1,5",0.0925037,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001a-Time,0,10 EA,worker_day,lognormal,"9.05853,7.41147|1,5",0.424049,0,lognormal,"12.7055,6.35253|1,5",0.266565,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001a-Carbon,0,10 EA,kg,lognormal,1566.3999999999999,0.4240492369681375,,lognormal,11288.900000000001,0.2665650590288325,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001a-Energy,0,10 EA,MJ,lognormal,18649.4,0.4240492369681375,,lognormal,131131.4,0.2665650590288325,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001b-Cost,0,10 EA,USD_2011,lognormal,"7700,6300|1,5",0.342517,,lognormal,"29700,24300|1,5",0.0925037,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001b-Time,0,10 EA,worker_day,lognormal,"9.05853,7.41147|1,5",0.424049,0,lognormal,"12.7055,6.35253|1,5",0.266565,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001b-Carbon,0,10 EA,kg,lognormal,1566.3999999999999,0.4240492369681375,,lognormal,11288.900000000001,0.2665650590288325,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001b-Energy,0,10 EA,MJ,lognormal,18649.4,0.4240492369681375,,lognormal,131131.4,0.2665650590288325,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001c-Cost,0,10 EA,USD_2011,lognormal,"7700,6300|1,5",0.342517,,lognormal,"29700,24300|1,5",0.0925037,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001c-Time,0,10 EA,worker_day,lognormal,"9.05853,7.41147|1,5",0.424049,0,lognormal,"12.7055,6.35253|1,5",0.266565,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001c-Carbon,0,10 EA,kg,lognormal,1566.3999999999999,0.4240492369681375,,lognormal,11288.900000000001,0.2665650590288325,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001c-Energy,0,10 EA,MJ,lognormal,18649.4,0.4240492369681375,,lognormal,131131.4,0.2665650590288325,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001d-Cost,0,10 EA,USD_2011,lognormal,"7700,6300|1,5",0.342517,,lognormal,"29700,24300|1,5",0.0925037,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001d-Time,0,10 EA,worker_day,lognormal,"9.05853,7.41147|1,5",0.424049,0,lognormal,"12.7055,6.35253|1,5",0.266565,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001d-Carbon,0,10 EA,kg,lognormal,1566.3999999999999,0.4240492369681375,,lognormal,11288.900000000001,0.2665650590288325,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.001d-Energy,0,10 EA,MJ,lognormal,18649.4,0.4240492369681375,,lognormal,131131.4,0.2665650590288325,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002a-Cost,0,10 EA,USD_2011,lognormal,"7700,6300|1,5",0.342517,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002a-Time,0,10 EA,worker_day,lognormal,"9.05853,7.41147|1,5",0.424049,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002a-Carbon,0,10 EA,kg,lognormal,1566.3999999999999,0.4240492369681375,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002a-Energy,0,10 EA,MJ,lognormal,18649.4,0.4240492369681375,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002b-Cost,0,10 EA,USD_2011,lognormal,"7700,6300|1,5",0.342517,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002b-Time,0,10 EA,worker_day,lognormal,"9.05853,7.41147|1,5",0.424049,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002b-Carbon,0,10 EA,kg,lognormal,1566.3999999999999,0.4240492369681375,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002b-Energy,0,10 EA,MJ,lognormal,18649.4,0.4240492369681375,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002c-Cost,0,10 EA,USD_2011,lognormal,"7700,6300|1,5",0.342517,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002c-Time,0,10 EA,worker_day,lognormal,"9.05853,7.41147|1,5",0.424049,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002c-Carbon,0,10 EA,kg,lognormal,1566.3999999999999,0.4240492369681375,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002c-Energy,0,10 EA,MJ,lognormal,18649.4,0.4240492369681375,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002d-Cost,0,10 EA,USD_2011,lognormal,"7700,6300|1,5",0.342517,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002d-Time,0,10 EA,worker_day,lognormal,"9.05853,7.41147|1,5",0.424049,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002d-Carbon,0,10 EA,kg,lognormal,1566.3999999999999,0.4240492369681375,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.002d-Energy,0,10 EA,MJ,lognormal,18649.4,0.4240492369681375,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011a-Cost,0,1000 LF,USD_2011,lognormal,"715,585|1,5",0.367364,,lognormal,"6985,5715|1,5",0.100199,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011a-Time,0,1000 LF,worker_day,lognormal,"0.841171,0.688229|1,5",0.444361,0,lognormal,"2.98826,1.49414|1,5",0.269332,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011a-Carbon,0,1000 LF,kg,lognormal,181.81,0.44436053948662363,,lognormal,2372.82,0.26933239129606257,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011a-Energy,0,1000 LF,MJ,lognormal,2708.79,0.44436053948662363,,lognormal,30267.85,0.26933239129606257,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011b-Cost,0,1000 LF,USD_2011,lognormal,"715,585|1,5",0.367364,,lognormal,"6985,5715|1,5",0.100199,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011b-Time,0,1000 LF,worker_day,lognormal,"0.841171,0.688229|1,5",0.444361,0,lognormal,"2.98826,1.49414|1,5",0.269332,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011b-Carbon,0,1000 LF,kg,lognormal,181.81,0.44436053948662363,,lognormal,2372.82,0.26933239129606257,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011b-Energy,0,1000 LF,MJ,lognormal,2708.79,0.44436053948662363,,lognormal,30267.85,0.26933239129606257,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011c-Cost,0,1000 LF,USD_2011,lognormal,"715,585|1,5",0.367364,,lognormal,"6985,5715|1,5",0.100199,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011c-Time,0,1000 LF,worker_day,lognormal,"0.841171,0.688229|1,5",0.444361,0,lognormal,"2.98826,1.49414|1,5",0.269332,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011c-Carbon,0,1000 LF,kg,lognormal,181.81,0.44436053948662363,,lognormal,2372.82,0.26933239129606257,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011c-Energy,0,1000 LF,MJ,lognormal,2708.79,0.44436053948662363,,lognormal,30267.85,0.26933239129606257,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011d-Cost,0,1000 LF,USD_2011,lognormal,"715,585|1,5",0.367364,,lognormal,"6985,5715|1,5",0.100199,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011d-Time,0,1000 LF,worker_day,lognormal,"0.841171,0.688229|1,5",0.444361,0,lognormal,"2.98826,1.49414|1,5",0.269332,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011d-Carbon,0,1000 LF,kg,lognormal,181.81,0.44436053948662363,,lognormal,2372.82,0.26933239129606257,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.011d-Energy,0,1000 LF,MJ,lognormal,2708.79,0.44436053948662363,,lognormal,30267.85,0.26933239129606257,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012a-Cost,0,1000 LF,USD_2011,lognormal,"1045,855|1,5",0.255963,,lognormal,"8745,7155|1,5",0.0805538,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012a-Time,0,1000 LF,worker_day,lognormal,"1.22936,1.00584|1,5",0.357795,0,lognormal,"3.74119,1.87061|1,5",0.262657,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012a-Carbon,0,1000 LF,kg,lognormal,298.31,0.3577948030204047,,lognormal,2921.66,0.26265741279459187,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012a-Energy,0,1000 LF,MJ,lognormal,4425.03,0.3577948030204047,,lognormal,38459.64,0.26265741279459187,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012b-Cost,0,1000 LF,USD_2011,lognormal,"1045,855|1,5",0.255963,,lognormal,"8745,7155|1,5",0.0805538,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012b-Time,0,1000 LF,worker_day,lognormal,"1.22936,1.00584|1,5",0.357795,0,lognormal,"3.74119,1.87061|1,5",0.262657,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012b-Carbon,0,1000 LF,kg,lognormal,298.31,0.3577948030204047,,lognormal,2921.66,0.26265741279459187,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012b-Energy,0,1000 LF,MJ,lognormal,4425.03,0.3577948030204047,,lognormal,38459.64,0.26265741279459187,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012c-Cost,0,1000 LF,USD_2011,lognormal,"1045,855|1,5",0.255963,,lognormal,"8745,7155|1,5",0.0805538,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012c-Time,0,1000 LF,worker_day,lognormal,"1.22936,1.00584|1,5",0.357795,0,lognormal,"3.74119,1.87061|1,5",0.262657,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012c-Carbon,0,1000 LF,kg,lognormal,298.31,0.3577948030204047,,lognormal,2921.66,0.26265741279459187,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012c-Energy,0,1000 LF,MJ,lognormal,4425.03,0.3577948030204047,,lognormal,38459.64,0.26265741279459187,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012d-Cost,0,1000 LF,USD_2011,lognormal,"1045,855|1,5",0.255963,,lognormal,"8745,7155|1,5",0.0805538,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012d-Time,0,1000 LF,worker_day,lognormal,"1.22936,1.00584|1,5",0.357795,0,lognormal,"3.74119,1.87061|1,5",0.262657,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012d-Carbon,0,1000 LF,kg,lognormal,298.31,0.3577948030204047,,lognormal,2921.66,0.26265741279459187,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.012d-Energy,0,1000 LF,MJ,lognormal,4425.03,0.3577948030204047,,lognormal,38459.64,0.26265741279459187,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021a-Cost,0,1000 LF,USD_2011,lognormal,"1375,1125|1,5",0.196428,,lognormal,"17545,14355|1,5",0.184729,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021a-Time,0,1000 LF,worker_day,lognormal,"1.61766,1.32354|1,5",0.317937,0,lognormal,"7.50587,3.75293|1,5",0.310845,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021a-Carbon,0,1000 LF,kg,lognormal,473.49,0.31793679770837885,,lognormal,6321.65,0.3108453172804851,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021a-Energy,0,1000 LF,MJ,lognormal,6083.26,0.31793679770837885,,lognormal,75952.85,0.3108453172804851,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021b-Cost,0,1000 LF,USD_2011,lognormal,"1375,1125|1,5",0.196428,,lognormal,"17545,14355|1,5",0.184729,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021b-Time,0,1000 LF,worker_day,lognormal,"1.61766,1.32354|1,5",0.317937,0,lognormal,"7.50587,3.75293|1,5",0.310845,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021b-Carbon,0,1000 LF,kg,lognormal,473.49,0.31793679770837885,,lognormal,6321.65,0.3108453172804851,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021b-Energy,0,1000 LF,MJ,lognormal,6083.26,0.31793679770837885,,lognormal,75952.85,0.3108453172804851,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021c-Cost,0,1000 LF,USD_2011,lognormal,"1375,1125|1,5",0.196428,,lognormal,"17545,14355|1,5",0.184729,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021c-Time,0,1000 LF,worker_day,lognormal,"1.51657,1.24083|1,5",0.317937,0,lognormal,"19.3511,15.8327|1,5",0.310845,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021c-Carbon,0,1000 LF,kg,lognormal,473.49,0.31793679770837885,,lognormal,6321.65,0.3108453172804851,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021c-Energy,0,1000 LF,MJ,lognormal,6083.26,0.31793679770837885,,lognormal,75952.85,0.3108453172804851,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021d-Cost,0,1000 LF,USD_2011,lognormal,"1375,1125|1,5",0.196428,,lognormal,"17545,14355|1,5",0.184729,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021d-Time,0,1000 LF,worker_day,lognormal,"1.51657,1.24083|1,5",0.317937,0,lognormal,"19.3511,15.8327|1,5",0.310845,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021d-Carbon,0,1000 LF,kg,lognormal,473.49,0.31793679770837885,,lognormal,6321.65,0.3108453172804851,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.021d-Energy,0,1000 LF,MJ,lognormal,6083.26,0.31793679770837885,,lognormal,75952.85,0.3108453172804851,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022a-Cost,0,1000 LF,USD_2011,lognormal,"2145,1755|1,5",0.127349,,lognormal,"23595,19305|1,5",0.135745,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022a-Time,0,1000 LF,worker_day,lognormal,"2.36577,1.93563|1,5",0.280567,0,lognormal,"26.0239,21.2923|1,5",0.284476,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022a-Carbon,0,1000 LF,kg,lognormal,784.43,0.2805667944376432,,lognormal,8474.69,0.2844763166132412,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022a-Energy,0,1000 LF,MJ,lognormal,10049.13,0.2805667944376432,,lognormal,102704.18,0.2844763166132412,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022b-Cost,0,1000 LF,USD_2011,lognormal,"2145,1755|1,5",0.127349,,lognormal,"23595,19305|1,5",0.135745,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022b-Time,0,1000 LF,worker_day,lognormal,"2.36577,1.93563|1,5",0.280567,0,lognormal,"26.0239,21.2923|1,5",0.284476,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022b-Carbon,0,1000 LF,kg,lognormal,784.43,0.2805667944376432,,lognormal,8474.69,0.2844763166132412,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022b-Energy,0,1000 LF,MJ,lognormal,10049.13,0.2805667944376432,,lognormal,102704.18,0.2844763166132412,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022c-Cost,0,1000 LF,USD_2011,lognormal,"2145,1755|1,5",0.127349,,lognormal,"23595,19305|1,5",0.135745,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022c-Time,0,1000 LF,worker_day,lognormal,"2.36577,1.93563|1,5",0.280567,0,lognormal,"26.0239,21.2923|1,5",0.284476,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022c-Carbon,0,1000 LF,kg,lognormal,784.43,0.2805667944376432,,lognormal,8474.69,0.2844763166132412,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022c-Energy,0,1000 LF,MJ,lognormal,10049.13,0.2805667944376432,,lognormal,102704.18,0.2844763166132412,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022d-Cost,0,1000 LF,USD_2011,lognormal,"2145,1755|1,5",0.127349,,lognormal,"23595,19305|1,5",0.135745,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022d-Time,0,1000 LF,worker_day,lognormal,"2.36577,1.93563|1,5",0.280567,0,lognormal,"26.0239,21.2923|1,5",0.284476,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022d-Carbon,0,1000 LF,kg,lognormal,784.43,0.2805667944376432,,lognormal,8474.69,0.2844763166132412,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.022d-Energy,0,1000 LF,MJ,lognormal,10049.13,0.2805667944376432,,lognormal,102704.18,0.2844763166132412,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.031a-Cost,0,10 EA,USD_2011,normal,"3300,2700|1,5",0.206551,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.031a-Time,0,10 EA,worker_day,normal,"3.88194,3.17606|1,5",0.324289,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.031a-Carbon,0,10 EA,kg,normal,729.3000000000001,0.3242889103359647,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.031a-Energy,0,10 EA,MJ,normal,7977.799999999999,0.3242889103359647,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.031b-Cost,0,10 EA,USD_2011,normal,"3300,2700|1,5",0.206551,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.031b-Time,0,10 EA,worker_day,normal,"3.88194,3.17606|1,5",0.324289,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.031b-Carbon,0,10 EA,kg,normal,729.3000000000001,0.3242889103359647,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.031b-Energy,0,10 EA,MJ,normal,7977.799999999999,0.3242889103359647,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032a-Cost,0,10 EA,USD_2011,normal,"3300,2700|1,5",0.206551,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032a-Time,0,10 EA,worker_day,normal,"3.88194,3.17606|1,5",0.324289,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032a-Carbon,0,10 EA,kg,normal,729.3000000000001,0.3242889103359647,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032a-Energy,0,10 EA,MJ,normal,7977.799999999999,0.3242889103359647,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032b-Cost,0,10 EA,USD_2011,normal,"3300,2700|1,5",0.206551,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032b-Time,0,10 EA,worker_day,normal,"3.88194,3.17606|1,5",0.324289,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032b-Carbon,0,10 EA,kg,normal,729.3000000000001,0.3242889103359647,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032b-Energy,0,10 EA,MJ,normal,7977.799999999999,0.3242889103359647,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032c-Cost,0,10 EA,USD_2011,normal,"3300,2700|1,5",0.206551,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032c-Time,0,10 EA,worker_day,normal,"3.88194,3.17606|1,5",0.324289,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032c-Carbon,0,10 EA,kg,normal,729.3000000000001,0.3242889103359647,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032c-Energy,0,10 EA,MJ,normal,7977.799999999999,0.3242889103359647,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032d-Cost,0,10 EA,USD_2011,normal,"3300,2700|1,5",0.206551,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032d-Time,0,10 EA,worker_day,normal,"3.88194,3.17606|1,5",0.324289,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032d-Carbon,0,10 EA,kg,normal,729.3000000000001,0.3242889103359647,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.032d-Energy,0,10 EA,MJ,normal,7977.799999999999,0.3242889103359647,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.041a-Cost,0,10 EA,USD_2011,lognormal,"16500,13500|1,5",0.294151,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.041a-Time,0,10 EA,worker_day,lognormal,"19.4117,15.8823|1,5",0.386037,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.041a-Carbon,0,10 EA,kg,lognormal,5526.1,0.3860373774398753,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.041a-Energy,0,10 EA,MJ,lognormal,64986.7,0.3860373774398753,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.041b-Cost,0,10 EA,USD_2011,lognormal,"16500,13500|1,5",0.294151,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.041b-Time,0,10 EA,worker_day,lognormal,"19.4117,15.8823|1,5",0.386037,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.041b-Carbon,0,10 EA,kg,lognormal,5526.1,0.3860373774398753,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.041b-Energy,0,10 EA,MJ,lognormal,64986.7,0.3860373774398753,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.101a-Cost,0,1 EA,USD_2011,lognormal,"2915,2385|1,5",0.139425,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.101a-Time,0,1 EA,worker_day,lognormal,"3.42936,2.80584|1,5",0.28625,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.101a-Carbon,0,1 EA,kg,lognormal,1419.94,0.2862504603614092,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.101a-Energy,0,1 EA,MJ,lognormal,16559.49,0.2862504603614092,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.102a-Cost,0,1 EA,USD_2011,lognormal,"770,630|1,5",0.342516,,lognormal,"3685,3015|1,5",0.183623,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.102a-Time,0,1 EA,worker_day,lognormal,"0.905853,0.741147|1,5",0.424049,0,lognormal,"0.788218,0.19705|1,5",0.310189,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.102a-Carbon,0,1 EA,kg,lognormal,103.43,0.42404892685883316,,lognormal,1523.37,0.3101890608247952,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.102a-Energy,0,1 EA,MJ,lognormal,3091.5,0.42404892685883316,,lognormal,19650.99,0.3101890608247952,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.102b-Cost,0,1 EA,USD_2011,lognormal,"2915,2385|1,5",0.139425,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.102b-Time,0,1 EA,worker_day,lognormal,"3.42936,2.80584|1,5",0.28625,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.102b-Carbon,0,1 EA,kg,lognormal,1419.94,0.2862504603614092,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.102b-Energy,0,1 EA,MJ,lognormal,16559.49,0.2862504603614092,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.102c-Cost,0,1 EA,USD_2011,lognormal,"770,630|1,5",0.342516,,lognormal,"3685,3015|1,5",0.183623,,lognormal,"2915,2385|1,5",0.139425,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.102c-Time,0,1 EA,worker_day,lognormal,"0.905853,0.741147|1,5",0.424049,0,lognormal,"0.788218,0.19705|1,5",0.310189,1,lognormal,"3.42936,2.80584|1,5",0.28625,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.102c-Carbon,0,1 EA,kg,lognormal,103.43,0.42404892685883316,,lognormal,1523.37,0.3101890608247952,,lognormal,1419.94,0.2862504603614092,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.102c-Energy,0,1 EA,MJ,lognormal,3091.5,0.42404892685883316,,lognormal,19650.99,0.3101890608247952,,lognormal,16559.49,0.2862504603614092,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.103a-Cost,0,1 EA,USD_2011,lognormal,"770,630|1,5",0.342516,,lognormal,"3685,3015|1,5",0.183623,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.103a-Time,0,1 EA,worker_day,lognormal,"0.905853,0.741147|1,5",0.424049,0,lognormal,"0.788218,0.19705|1,5",0.310189,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.103a-Carbon,0,1 EA,kg,lognormal,103.43,0.42404892685883316,,lognormal,1523.37,0.3101890608247952,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.103a-Energy,0,1 EA,MJ,lognormal,3091.5,0.42404892685883316,,lognormal,19650.99,0.3101890608247952,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.103b-Cost,0,1 EA,USD_2011,lognormal,"2915,2385|1,5",0.139425,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.103b-Time,0,1 EA,worker_day,lognormal,"3.42936,2.80584|1,5",0.28625,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.103b-Carbon,0,1 EA,kg,lognormal,1419.94,0.2862504603614092,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.103b-Energy,0,1 EA,MJ,lognormal,16559.49,0.2862504603614092,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.103c-Cost,0,1 EA,USD_2011,lognormal,"770,630|1,5",0.342516,,lognormal,"3685,3015|1,5",0.183623,,lognormal,"2915,2385|1,5",0.139425,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.103c-Time,0,1 EA,worker_day,lognormal,"0.905853,0.741147|1,5",0.424049,0,lognormal,"0.788218,0.19705|1,5",0.310189,1,lognormal,"3.42936,2.80584|1,5",0.28625,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.103c-Carbon,0,1 EA,kg,lognormal,103.43,0.42404892685883316,,lognormal,1523.37,0.3101890608247952,,lognormal,1419.94,0.2862504603614092,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.41.103c-Energy,0,1 EA,MJ,lognormal,3091.5,0.42404892685883316,,lognormal,19650.99,0.3101890608247952,,lognormal,16559.49,0.2862504603614092,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011a-Cost,0,1 EA,USD_2011,lognormal,"1100,900|1,5",0.151076,,lognormal,"32120,26280|1,5",0.165485,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011a-Time,0,1 EA,worker_day,lognormal,"0.470547,0.235253|1,5",0.292103,0,lognormal,"10.3059,3.43531|1,5",0.299809,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011a-Carbon,0,1 EA,kg,lognormal,70.65,0.29210283784501045,,lognormal,16028.86,0.2998087910440244,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011a-Energy,0,1 EA,MJ,lognormal,1344.48,0.29210283784501045,,lognormal,186138.86,0.2998087910440244,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011b-Cost,0,1 EA,USD_2011,lognormal,"1650,1350|1,5",0.176271,,lognormal,"64900,53100|1,5",0.172502,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011b-Time,0,1 EA,worker_day,lognormal,"0.705871,0.352929|1,5",0.305894,0,lognormal,"17.353,5.2059|1,5",0.303738,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011b-Carbon,0,1 EA,kg,lognormal,105.97,0.30589425522845326,,lognormal,32527.73,0.3037383491222704,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011b-Energy,0,1 EA,MJ,lognormal,2016.71,0.30589425522845326,,lognormal,377790.81,0.3037383491222704,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011c-Cost,0,1 EA,USD_2011,lognormal,"2200,1800|1,5",0.171333,,lognormal,"137720,112680|1,5",0.174419,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011c-Time,0,1 EA,worker_day,lognormal,"2.58819,2.11761|1,5",0.303076,0,lognormal,"29.4588,7.3647|1,5",0.304831,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011c-Carbon,0,1 EA,kg,lognormal,141.3,0.3030759186288203,,lognormal,69472.1,0.30483134188192046,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011c-Energy,0,1 EA,MJ,lognormal,2688.95,0.3030759186288203,,lognormal,806151.91,0.30483134188192046,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011d-Cost,0,1 EA,USD_2011,lognormal,"2200,1800|1,5",0.171333,,lognormal,"204600,167400|1,5",0.174549,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011d-Time,0,1 EA,worker_day,lognormal,"2.58819,2.11761|1,5",0.303076,0,lognormal,"37.2,7.6588|1,5",0.304906,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011d-Carbon,0,1 EA,kg,lognormal,141.3,0.3030759186288203,,lognormal,103632.17,0.30490565745746756,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.011d-Energy,0,1 EA,MJ,lognormal,2688.95,0.3030759186288203,,lognormal,1201698.07,0.30490565745746756,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013a-Cost,0,1 EA,USD_2011,lognormal,"1100,900|1,5",0.45231,,lognormal,"33220,27180|1,5",0.175085,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013a-Time,0,1 EA,worker_day,lognormal,"1.29415,1.05885|1,5",0.516802,0,lognormal,"10.6588,3.55296|1,5",0.305213,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013a-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,16139.35,0.3052125223692133,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013a-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,189364.81,0.3052125223692133,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013b-Cost,0,1 EA,USD_2011,lognormal,"1100,900|1,5",0.151076,,lognormal,"32120,26280|1,5",0.165485,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013b-Time,0,1 EA,worker_day,lognormal,"0.470547,0.235253|1,5",0.292103,0,lognormal,"10.3059,3.43531|1,5",0.299809,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013b-Carbon,0,1 EA,kg,lognormal,70.65,0.29210283784501045,,lognormal,16028.86,0.2998087910440244,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013b-Energy,0,1 EA,MJ,lognormal,1344.48,0.29210283784501045,,lognormal,186138.86,0.2998087910440244,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013c-Cost,0,1 EA,USD_2011,lognormal,"1100,900|1,5",0.45231,,lognormal,"33220,27180|1,5",0.175085,,lognormal,"1100,900|1,5",0.151076,,lognormal,"32120,26280|1,5",0.165485,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013c-Time,0,1 EA,worker_day,lognormal,"1.29415,1.05885|1,5",0.516802,0,lognormal,"10.6588,3.55296|1,5",0.305213,1,lognormal,"0.352947,0.117653|1,5",0.292103,0,lognormal,"10.3059,3.43531|1,5",0.299809,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013c-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,16139.35,0.3052125223692133,,lognormal,70.65,0.29210283784501045,,lognormal,16028.86,0.2998087910440244,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013c-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,189364.81,0.3052125223692133,,lognormal,1344.48,0.29210283784501045,,lognormal,186138.86,0.2998087910440244,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013d-Cost,0,1 EA,USD_2011,normal,"1650,1350|1,5",0.398453,,lognormal,"66550,54450|1,5",0.178294,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013d-Time,0,1 EA,worker_day,normal,"1.94117,1.58823|1,5",0.470388,0,lognormal,"17.7941,5.33825|1,5",0.307065,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013d-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,32696.04,0.3070647685536127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013d-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,382790.99,0.3070647685536127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013e-Cost,0,1 EA,USD_2011,lognormal,"1650,1350|1,5",0.176271,,lognormal,"64900,53100|1,5",0.172502,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013e-Time,0,1 EA,worker_day,lognormal,"0.705871,0.352929|1,5",0.305894,0,lognormal,"17.353,5.2059|1,5",0.303738,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013e-Carbon,0,1 EA,kg,lognormal,105.97,0.30589425522845326,,lognormal,32527.73,0.3037383491222704,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013e-Energy,0,1 EA,MJ,lognormal,2016.71,0.30589425522845326,,lognormal,377790.81,0.3037383491222704,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013f-Cost,0,1 EA,USD_2011,normal,"1650,1350|1,5",0.398453,,lognormal,"66550,54450|1,5",0.178294,,lognormal,"1650,1350|1,5",0.176271,,lognormal,"64900,53100|1,5",0.172502,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013f-Time,0,1 EA,worker_day,normal,"1.94117,1.58823|1,5",0.470388,0,lognormal,"17.7941,5.33825|1,5",0.307065,1,lognormal,"0.529371,0.17645|1,5",0.305894,0,lognormal,"17.353,5.2059|1,5",0.303738,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013f-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,32696.04,0.3070647685536127,,lognormal,105.97,0.30589425522845326,,lognormal,32527.73,0.3037383491222704,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013f-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,382790.99,0.3070647685536127,,lognormal,2016.71,0.30589425522845326,,lognormal,377790.81,0.3037383491222704,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013g-Cost,0,1 EA,USD_2011,normal,"2420,1980|1,5",0.296982,,lognormal,"140140,114660|1,5",0.176538,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013g-Time,0,1 EA,worker_day,normal,"1.03532,0.517676|1,5",0.388198,0,lognormal,"29.9764,7.4941|1,5",0.306049,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013g-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,69717.51,0.3060485179849869,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013g-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,813517.74,0.3060485179849869,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013h-Cost,0,1 EA,USD_2011,lognormal,"2200,1800|1,5",0.171333,,lognormal,"137720,112680|1,5",0.174419,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013h-Time,0,1 EA,worker_day,lognormal,"2.58819,2.11761|1,5",0.303076,0,lognormal,"29.4588,7.3647|1,5",0.304831,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013h-Carbon,0,1 EA,kg,lognormal,141.3,0.3030759186288203,,lognormal,69472.1,0.30483134188192046,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013h-Energy,0,1 EA,MJ,lognormal,2688.95,0.3030759186288203,,lognormal,806151.91,0.30483134188192046,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013i-Cost,0,1 EA,USD_2011,normal,"2420,1980|1,5",0.296982,,lognormal,"140140,114660|1,5",0.176538,,lognormal,"2200,1800|1,5",0.171333,,lognormal,"137720,112680|1,5",0.174419,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013i-Time,0,1 EA,worker_day,normal,"2.84702,2.32938|1,5",0.388198,0,lognormal,"29.9764,7.4941|1,5",0.306049,1,lognormal,"2.58819,2.11761|1,5",0.303076,0,lognormal,"29.4588,7.3647|1,5",0.304831,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013i-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,69717.51,0.3060485179849869,,lognormal,141.3,0.3030759186288203,,lognormal,69472.1,0.30483134188192046,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013i-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,813517.74,0.3060485179849869,,lognormal,2688.95,0.3030759186288203,,lognormal,806151.91,0.30483134188192046,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013j-Cost,0,1 EA,USD_2011,lognormal,"2640,2160|1,5",0.288523,,lognormal,"207240,169560|1,5",0.175987,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013j-Time,0,1 EA,worker_day,lognormal,"1.12945,0.564747|1,5",0.381766,0,lognormal,"37.68,7.75765|1,5",0.305731,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013j-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,103877.58,0.30573112001065084,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013j-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,1209063.9,0.30573112001065084,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013k-Cost,0,1 EA,USD_2011,lognormal,"2200,1800|1,5",0.171333,,lognormal,"204600,167400|1,5",0.174549,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013k-Time,0,1 EA,worker_day,lognormal,"2.58819,2.11761|1,5",0.303076,0,lognormal,"37.2,7.6588|1,5",0.304906,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013k-Carbon,0,1 EA,kg,lognormal,141.3,0.3030759186288203,,lognormal,103632.17,0.30490565745746756,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013k-Energy,0,1 EA,MJ,lognormal,2688.95,0.3030759186288203,,lognormal,1201698.07,0.30490565745746756,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013l-Cost,0,1 EA,USD_2011,lognormal,"2640,2160|1,5",0.288523,,lognormal,"207240,169560|1,5",0.175987,,lognormal,"2200,1800|1,5",0.171333,,lognormal,"204600,167400|1,5",0.174549,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013l-Time,0,1 EA,worker_day,lognormal,"3.10585,2.54115|1,5",0.381766,0,lognormal,"37.68,7.75765|1,5",0.305731,1,lognormal,"2.58819,2.11761|1,5",0.303076,0,lognormal,"37.2,7.6588|1,5",0.304906,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013l-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,103877.58,0.30573112001065084,,lognormal,141.3,0.3030759186288203,,lognormal,103632.17,0.30490565745746756,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.52.013l-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,1209063.9,0.30573112001065084,,lognormal,2688.95,0.3030759186288203,,lognormal,1201698.07,0.30490565745746756,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.011a-Cost,0,1 EA,USD_2011,normal,"4565,3735|1,5",0.182591,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.011a-Time,0,1 EA,worker_day,normal,"5.37064,4.39416|1,5",0.30958,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.011a-Carbon,0,1 EA,kg,normal,865.45,0.30957953070634836,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.011a-Energy,0,1 EA,MJ,normal,16469.83,0.30957953070634836,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.012a-Cost,0,1 EA,USD_2011,normal,"550,450|1,5",0.282524,,normal,"5115,4185|1,5",0.192978,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.012a-Time,0,1 EA,worker_day,normal,"0.235324,0.117676|1,5",0.377253,0,normal,"6.01766,4.92354|1,5",0.315818,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.012a-Carbon,0,1 EA,kg,normal,64.88,0.3772529080543386,,normal,930.33,0.31581750752943794,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.012a-Energy,0,1 EA,MJ,normal,1908.68,0.3772529080543386,,normal,18378.51,0.31581750752943794,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.012b-Cost,0,1 EA,USD_2011,normal,"4565,3735|1,5",0.182591,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.012b-Time,0,1 EA,worker_day,normal,"1.95294,0.976465|1,5",0.30958,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.012b-Carbon,0,1 EA,kg,normal,865.45,0.30957953070634836,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.012b-Energy,0,1 EA,MJ,normal,16469.83,0.30957953070634836,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.012c-Cost,0,1 EA,USD_2011,normal,"550,450|1,5",0.282524,,normal,"5115,4185|1,5",0.192978,,normal,"4565,3735|1,5",0.182591,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.012c-Time,0,1 EA,worker_day,normal,"0.235324,0.117676|1,5",0.377253,0,normal,"6.01766,4.92354|1,5",0.315818,0,normal,"5.37064,4.39416|1,5",0.309579,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.012c-Carbon,0,1 EA,kg,normal,64.88,0.3772529080543386,,normal,930.33,0.31581750752943794,,normal,865.45,0.3095792205611,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.30.67.012c-Energy,0,1 EA,MJ,normal,1908.68,0.3772529080543386,,normal,18378.51,0.31581750752943794,,normal,16469.83,0.3095792205611,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.021a-Cost,0,1000 LF,USD_2011,lognormal,"385,315|3,10",0.648767,,lognormal,"2915,2385|3,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.021a-Time,0,1000 LF,worker_day,lognormal,"0.451176,0.368824|3,10",0.695269,0,lognormal,"0.936765,0.313235|3,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.021a-Carbon,0,1000 LF,kg,lognormal,33.0,0.6952689894270397,,lognormal,363.5,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.021a-Energy,0,1000 LF,MJ,lognormal,864.5,0.6952689894270397,,lognormal,9221.5,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.022a-Cost,0,1000 LF,USD_2011,lognormal,"385,315|3,10",0.648767,,lognormal,"2915,2385|3,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.022a-Time,0,1000 LF,worker_day,lognormal,"0.451176,0.368824|3,10",0.695269,0,lognormal,"0.936765,0.313235|3,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.022a-Carbon,0,1000 LF,kg,lognormal,33.0,0.6952689894270397,,lognormal,363.5,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.022a-Energy,0,1000 LF,MJ,lognormal,864.5,0.6952689894270397,,lognormal,9221.5,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.023a-Cost,0,1000 LF,USD_2011,lognormal,"385,315|3,10",0.648767,,lognormal,"2915,2385|3,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.023a-Time,0,1000 LF,worker_day,lognormal,"0.451176,0.368824|3,10",0.695269,0,lognormal,"0.936765,0.313235|3,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.023a-Carbon,0,1000 LF,kg,lognormal,33.0,0.6952689894270397,,lognormal,363.5,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.023a-Energy,0,1000 LF,MJ,lognormal,864.5,0.6952689894270397,,lognormal,9221.5,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.024a-Cost,0,1000 LF,USD_2011,lognormal,"385,315|3,10",0.648767,,lognormal,"2915,2385|3,10",0.405366,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.024a-Time,0,1000 LF,worker_day,lognormal,"0.451176,0.368824|3,10",0.695269,0,lognormal,"0.936765,0.313235|3,10",0.476258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.024a-Carbon,0,1000 LF,kg,lognormal,33.0,0.6952689894270397,,lognormal,363.5,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.024a-Energy,0,1000 LF,MJ,lognormal,864.5,0.6952689894270397,,lognormal,9221.5,0.476257869253143,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.031a-Cost,0,100 EA,USD_2011,lognormal,"550,450|2,5",0.36654,,lognormal,"550,450|2,5",0.36654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.031a-Time,0,100 EA,worker_day,lognormal,"0.238824,0.121176|2,5",0.443679,0,lognormal,"0.648824,0.531176|2,5",0.443679,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.031a-Carbon,0,100 EA,kg,lognormal,75.0,0.44367945985774127,,lognormal,75.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.031a-Energy,0,100 EA,MJ,lognormal,865.0,0.44367945985774127,,lognormal,865.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.032a-Cost,0,100 EA,USD_2011,lognormal,"550,450|2,5",0.36654,,lognormal,"550,450|2,5",0.36654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.032a-Time,0,100 EA,worker_day,lognormal,"0.238824,0.121176|2,5",0.443679,0,lognormal,"0.648824,0.531176|2,5",0.443679,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.032a-Carbon,0,100 EA,kg,lognormal,75.0,0.44367945985774127,,lognormal,75.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.032a-Energy,0,100 EA,MJ,lognormal,865.0,0.44367945985774127,,lognormal,865.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.033a-Cost,0,100 EA,USD_2011,lognormal,"550,450|2,5",0.36654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.033a-Time,0,100 EA,worker_day,lognormal,"0.648824,0.531176|2,5",0.443679,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.033a-Carbon,0,100 EA,kg,lognormal,75.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.033a-Energy,0,100 EA,MJ,lognormal,865.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.034a-Cost,0,100 EA,USD_2011,lognormal,"550,450|2,5",0.36654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.034a-Time,0,100 EA,worker_day,lognormal,"0.648824,0.531176|2,5",0.443679,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.034a-Carbon,0,100 EA,kg,lognormal,75.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.034a-Energy,0,100 EA,MJ,lognormal,865.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.041a-Cost,0,100 EA,USD_2011,lognormal,"550,450|2,5",0.36654,,lognormal,"550,450|2,5",0.36654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.041a-Time,0,100 EA,worker_day,lognormal,"0.648824,0.531176|2,5",0.443679,0,lognormal,"0.178824,0.0611765|2,5",0.443679,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.041a-Carbon,0,100 EA,kg,lognormal,75.0,0.44367945985774127,,lognormal,75.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.041a-Energy,0,100 EA,MJ,lognormal,865.0,0.44367945985774127,,lognormal,865.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.042a-Cost,0,100 EA,USD_2011,lognormal,"550,450|2,5",0.36654,,lognormal,"550,450|2,5",0.36654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.042a-Time,0,100 EA,worker_day,lognormal,"0.648824,0.531176|2,5",0.443679,0,lognormal,"0.178824,0.0611765|2,5",0.443679,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.042a-Carbon,0,100 EA,kg,lognormal,75.0,0.44367945985774127,,lognormal,75.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.042a-Energy,0,100 EA,MJ,lognormal,865.0,0.44367945985774127,,lognormal,865.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.053a-Cost,0,100 EA,USD_2011,lognormal,"550,450|2,5",0.36654,,lognormal,"550,450|2,5",0.36654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.053a-Time,0,100 EA,worker_day,lognormal,"0.648824,0.531176|2,5",0.443679,0,lognormal,"0.178824,0.0611765|2,5",0.443679,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.053a-Carbon,0,100 EA,kg,lognormal,75.0,0.44367945985774127,,lognormal,75.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.053a-Energy,0,100 EA,MJ,lognormal,865.0,0.44367945985774127,,lognormal,865.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.054a-Cost,0,100 EA,USD_2011,lognormal,"550,450|2,5",0.36654,,lognormal,"550,450|2,5",0.36654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.054a-Time,0,100 EA,worker_day,lognormal,"0.648824,0.531176|2,5",0.443679,0,lognormal,"0.178824,0.0611765|2,5",0.443679,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.054a-Carbon,0,100 EA,kg,lognormal,75.0,0.44367945985774127,,lognormal,75.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.054a-Energy,0,100 EA,MJ,lognormal,865.0,0.44367945985774127,,lognormal,865.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.063a-Cost,0,100 EA,USD_2011,lognormal,"550,450|2,5",0.36654,,lognormal,"550,450|2,5",0.36654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.063a-Time,0,100 EA,worker_day,lognormal,"0.238824,0.121176|2,5",0.443679,0,lognormal,"0.648824,0.531176|2,5",0.443679,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.063a-Carbon,0,100 EA,kg,lognormal,75.0,0.44367945985774127,,lognormal,75.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.063a-Energy,0,100 EA,MJ,lognormal,865.0,0.44367945985774127,,lognormal,865.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.064a-Cost,0,100 EA,USD_2011,lognormal,"550,450|2,5",0.36654,,lognormal,"550,450|2,5",0.36654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.064a-Time,0,100 EA,worker_day,lognormal,"0.238824,0.121176|2,5",0.443679,0,lognormal,"0.648824,0.531176|2,5",0.443679,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.064a-Carbon,0,100 EA,kg,lognormal,75.0,0.44367945985774127,,lognormal,75.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.064a-Energy,0,100 EA,MJ,lognormal,865.0,0.44367945985774127,,lognormal,865.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.071a-Cost,0,100 EA,USD_2011,lognormal,"550,450|2,5",0.36654,,lognormal,"550,450|2,5",0.36654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.071a-Time,0,100 EA,worker_day,lognormal,"0.238824,0.121176|2,5",0.443679,0,lognormal,"0.648824,0.531176|2,5",0.443679,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.071a-Carbon,0,100 EA,kg,lognormal,75.0,0.44367945985774127,,lognormal,75.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.071a-Energy,0,100 EA,MJ,lognormal,865.0,0.44367945985774127,,lognormal,865.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.072a-Cost,0,100 EA,USD_2011,lognormal,"550,450|2,5",0.36654,,lognormal,"550,450|2,5",0.36654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.072a-Time,0,100 EA,worker_day,lognormal,"0.238824,0.121176|2,5",0.443679,0,lognormal,"0.648824,0.531176|2,5",0.443679,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.072a-Carbon,0,100 EA,kg,lognormal,75.0,0.44367945985774127,,lognormal,75.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.072a-Energy,0,100 EA,MJ,lognormal,865.0,0.44367945985774127,,lognormal,865.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.073a-Cost,0,100 EA,USD_2011,lognormal,"550,450|2,5",0.36654,,lognormal,"550,450|2,5",0.36654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.073a-Time,0,100 EA,worker_day,lognormal,"0.648824,0.531176|2,5",0.443679,0,lognormal,"0.178824,0.0611765|2,5",0.443679,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.073a-Carbon,0,100 EA,kg,lognormal,75.0,0.44367945985774127,,lognormal,75.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.073a-Energy,0,100 EA,MJ,lognormal,865.0,0.44367945985774127,,lognormal,865.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.074a-Cost,0,100 EA,USD_2011,lognormal,"550,450|2,5",0.36654,,lognormal,"550,450|2,5",0.36654,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.074a-Time,0,100 EA,worker_day,lognormal,"0.648824,0.531176|2,5",0.443679,0,lognormal,"0.178824,0.0611765|2,5",0.443679,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.074a-Carbon,0,100 EA,kg,lognormal,75.0,0.44367945985774127,,lognormal,75.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.40.11.074a-Energy,0,100 EA,MJ,lognormal,865.0,0.44367945985774127,,lognormal,865.0,0.44367945985774127,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011a-Cost,0,1 EA,USD_2011,lognormal,"8332.5,6817.5|1,5",0.187503,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011a-Time,0,1 EA,worker_day,lognormal,"2.67358,0.891224|1,5",0.312502,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011a-Carbon,0,1 EA,kg,lognormal,1674.47,0.3125016339667554,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011a-Energy,0,1 EA,MJ,lognormal,30150.25,0.3125016339667554,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011b-Cost,0,1 EA,USD_2011,lognormal,"26675,21825|1,5",0.184467,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011b-Time,0,1 EA,worker_day,lognormal,"7.13234,2.1397|1,5",0.31069,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011b-Carbon,0,1 EA,kg,lognormal,5620.5,0.310689513247094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011b-Energy,0,1 EA,MJ,lognormal,100097.72,0.310689513247094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011c-Cost,0,1 EA,USD_2011,lognormal,"46970,38430|1,5",0.181228,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011c-Time,0,1 EA,worker_day,lognormal,"10.047,2.51175|1,5",0.308777,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011c-Carbon,0,1 EA,kg,lognormal,10110.63,0.3087773545101239,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011c-Energy,0,1 EA,MJ,lognormal,178683.82,0.3087773545101239,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011d-Cost,0,1 EA,USD_2011,lognormal,"62700,51300|1,5",0.182486,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011d-Time,0,1 EA,worker_day,lognormal,"11.4,2.34705|1,5",0.309518,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011d-Carbon,0,1 EA,kg,lognormal,13477.24,0.30951750373024295,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.011d-Energy,0,1 EA,MJ,lognormal,239320.43,0.30951750373024295,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013a-Cost,0,1 EA,USD_2011,lognormal,"1100,900|1,5",0.45231,,lognormal,"9432.5,7717.5|1,5",0.218938,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013a-Time,0,1 EA,worker_day,lognormal,"1.29415,1.05885|1,5",0.516802,0,lognormal,"11.097,9.07938|1,5",0.332316,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013a-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,1784.97,0.332315843854946,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013a-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,33376.2,0.332315843854946,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013b-Cost,0,1 EA,USD_2011,lognormal,"8332.5,6817.5|1,5",0.187503,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013b-Time,0,1 EA,worker_day,lognormal,"7.96488,6.51672|1,5",0.312502,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013b-Carbon,0,1 EA,kg,lognormal,1674.47,0.3125016339667554,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013b-Energy,0,1 EA,MJ,lognormal,30150.25,0.3125016339667554,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013c-Cost,0,1 EA,USD_2011,lognormal,"1100,900|1,5",0.45231,,lognormal,"9432.5,7717.5|1,5",0.218938,,lognormal,"8332.5,6817.5|1,5",0.187503,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013c-Time,0,1 EA,worker_day,lognormal,"1.05149,0.860312|1,5",0.516802,0,lognormal,"2.45897,0.81965|1,5",0.332316,1,lognormal,"2.17228,0.724119|1,5",0.312502,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013c-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,1784.97,0.332315843854946,,lognormal,1674.47,0.3125016339667554,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013c-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,33376.2,0.332315843854946,,lognormal,30150.25,0.3125016339667554,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013d-Cost,0,1 EA,USD_2011,normal,"1650,1350|1,5",0.398453,,lognormal,"28325,23175|1,5",0.197362,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013d-Time,0,1 EA,worker_day,normal,"1.57718,1.29042|1,5",0.470388,0,lognormal,"6.1535,1.84605|1,5",0.318515,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013d-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,5788.82,0.318514728875609,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013d-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,105097.91,0.318514728875609,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013e-Cost,0,1 EA,USD_2011,lognormal,"26675,21825|1,5",0.184467,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013e-Time,0,1 EA,worker_day,lognormal,"5.79501,1.7385|1,5",0.31069,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013e-Carbon,0,1 EA,kg,lognormal,5620.5,0.310689513247094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013e-Energy,0,1 EA,MJ,lognormal,100097.72,0.310689513247094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013f-Cost,0,1 EA,USD_2011,normal,"1650,1350|1,5",0.398453,,lognormal,"28325,23175|1,5",0.197362,,lognormal,"26675,21825|1,5",0.184467,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013f-Time,0,1 EA,worker_day,normal,"1.57718,1.29042|1,5",0.470388,0,lognormal,"6.1535,1.84605|1,5",0.318515,1,lognormal,"5.79501,1.7385|1,5",0.31069,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013f-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,5788.82,0.318514728875609,,lognormal,5620.5,0.310689513247094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013f-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,105097.91,0.318514728875609,,lognormal,100097.72,0.310689513247094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013g-Cost,0,1 EA,USD_2011,normal,"2420,1980|1,5",0.296982,,lognormal,"49390,40410|1,5",0.186899,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013g-Time,0,1 EA,worker_day,normal,"2.31319,1.89261|1,5",0.388198,0,lognormal,"8.58381,2.14595|1,5",0.31214,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013g-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,10356.03,0.312139529117138,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013g-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,186049.65,0.312139529117138,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013h-Cost,0,1 EA,USD_2011,lognormal,"46970,38430|1,5",0.181228,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013h-Time,0,1 EA,worker_day,lognormal,"8.16322,2.0408|1,5",0.308777,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013h-Carbon,0,1 EA,kg,lognormal,10110.63,0.3087773545101239,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013h-Energy,0,1 EA,MJ,lognormal,178683.82,0.3087773545101239,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013i-Cost,0,1 EA,USD_2011,normal,"2420,1980|1,5",0.296982,,lognormal,"49390,40410|1,5",0.186899,,lognormal,"46970,38430|1,5",0.181228,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013i-Time,0,1 EA,worker_day,normal,"2.31319,1.89261|1,5",0.388198,0,lognormal,"8.58381,2.14595|1,5",0.31214,1,lognormal,"8.16322,2.0408|1,5",0.308777,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013i-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,10356.03,0.312139529117138,,lognormal,10110.63,0.3087773545101239,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013i-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,186049.65,0.312139529117138,,lognormal,178683.82,0.3087773545101239,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013j-Cost,0,1 EA,USD_2011,lognormal,"2640,2160|1,5",0.288523,,lognormal,"65340,53460|1,5",0.186735,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013j-Time,0,1 EA,worker_day,lognormal,"2.52351,2.06469|1,5",0.381766,0,lognormal,"9.65254,1.9873|1,5",0.312041,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013j-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,13722.64,0.3120413700156389,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013j-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,246686.26,0.3120413700156389,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013k-Cost,0,1 EA,USD_2011,lognormal,"62700,51300|1,5",0.182486,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013k-Time,0,1 EA,worker_day,lognormal,"9.26253,1.907|1,5",0.309518,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013k-Carbon,0,1 EA,kg,lognormal,13477.24,0.30951750373024295,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013k-Energy,0,1 EA,MJ,lognormal,239320.43,0.30951750373024295,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013l-Cost,0,1 EA,USD_2011,lognormal,"2640,2160|1,5",0.288523,,lognormal,"65340,53460|1,5",0.186735,,lognormal,"62700,51300|1,5",0.182486,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013l-Time,0,1 EA,worker_day,lognormal,"2.52351,2.06469|1,5",0.381766,0,lognormal,"9.65254,1.9873|1,5",0.312041,1,lognormal,"9.26253,1.907|1,5",0.309518,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013l-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,13722.64,0.3120413700156389,,lognormal,13477.24,0.30951750373024295,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.11.013l-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,246686.26,0.3120413700156389,,lognormal,239320.43,0.30951750373024295,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013a-Cost,0,1 EA,USD_2011,normal,"4565,3735|1,5",0.182591,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013a-Time,0,1 EA,worker_day,normal,"1.95294,0.976465|1,5",0.30958,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013a-Carbon,0,1 EA,kg,normal,865.45,0.30957953070634836,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013a-Energy,0,1 EA,MJ,normal,16469.83,0.30957953070634836,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013b-Cost,0,1 EA,USD_2011,normal,"550,450|1,5",0.282524,,normal,"5115,4185|1,5",0.192978,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013b-Time,0,1 EA,worker_day,normal,"0.647024,0.529376|1,5",0.377253,0,normal,"1.64116,0.54705|1,5",0.315818,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013b-Carbon,0,1 EA,kg,normal,64.88,0.3772529080543386,,normal,930.33,0.31581750752943794,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013b-Energy,0,1 EA,MJ,normal,1908.68,0.3772529080543386,,normal,18378.51,0.31581750752943794,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013c-Cost,0,1 EA,USD_2011,normal,"4565,3735|1,5",0.182591,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013c-Time,0,1 EA,worker_day,normal,"5.37064,4.39416|1,5",0.30958,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013c-Carbon,0,1 EA,kg,normal,865.45,0.30957953070634836,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013c-Energy,0,1 EA,MJ,normal,16469.83,0.30957953070634836,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013d-Cost,0,1 EA,USD_2011,normal,"550,450|1,5",0.282524,,normal,"5115,4185|1,5",0.192978,,normal,"4565,3735|1,5",0.182591,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013d-Time,0,1 EA,worker_day,normal,"0.647024,0.529376|1,5",0.377253,0,normal,"1.64116,0.54705|1,5",0.315818,0,normal,"1.46474,0.488265|1,5",0.309579,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013d-Carbon,0,1 EA,kg,normal,64.88,0.3772529080543386,,normal,930.33,0.31581750752943794,,normal,865.45,0.3095792205611,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.013d-Energy,0,1 EA,MJ,normal,1908.68,0.3772529080543386,,normal,18378.51,0.31581750752943794,,normal,16469.83,0.3095792205611,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021a-Cost,0,1 EA,USD_2011,lognormal,"10202.5,8347.5|1,5",0.157199,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021a-Time,0,1 EA,worker_day,lognormal,"3.27358,1.09122|1,5",0.295316,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021a-Carbon,0,1 EA,kg,lognormal,1992.39,0.2953159013676563,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021a-Energy,0,1 EA,MJ,lognormal,36200.39,0.2953159013676563,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021b-Cost,0,1 EA,USD_2011,normal,"19030,15570|1,5",0.0617281,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021b-Time,0,1 EA,worker_day,normal,"5.08819,1.52645|1,5",0.257508,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021b-Carbon,0,1 EA,kg,normal,4083.89,0.25750797000085784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021b-Energy,0,1 EA,MJ,normal,70855.37,0.25750797000085784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021c-Cost,0,1 EA,USD_2011,normal,"32560,26640|1,5",0.0728037,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021c-Time,0,1 EA,worker_day,normal,"6.96475,1.7412|1,5",0.260385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021c-Carbon,0,1 EA,kg,normal,7249.35,0.26038505925659367,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021c-Energy,0,1 EA,MJ,normal,124232.54,0.26038505925659367,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021d-Cost,0,1 EA,USD_2011,normal,"56540,46260|1,5",0.0682835,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021d-Time,0,1 EA,worker_day,normal,"10.28,2.11645|1,5",0.259158,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021d-Carbon,0,1 EA,kg,normal,12163.17,0.2591575516820616,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.021d-Energy,0,1 EA,MJ,normal,214313.18,0.2591575516820616,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023a-Cost,0,1 EA,USD_2011,normal,"550,450|1,5",0.282524,,lognormal,"10752.5,8797.5|1,5",0.163097,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023a-Time,0,1 EA,worker_day,normal,"0.647024,0.529376|1,5",0.377253,0,lognormal,"3.45,1.15|1,5",0.298498,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023a-Carbon,0,1 EA,kg,normal,64.88,0.3772529080543386,,lognormal,2057.28,0.2984975036458598,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023a-Energy,0,1 EA,MJ,normal,1908.68,0.3772529080543386,,lognormal,38109.07,0.2984975036458598,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023b-Cost,0,1 EA,USD_2011,lognormal,"10202.5,8347.5|1,5",0.157199,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023b-Time,0,1 EA,worker_day,lognormal,"3.27358,1.09122|1,5",0.295316,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023b-Carbon,0,1 EA,kg,lognormal,1992.39,0.2953159013676563,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023b-Energy,0,1 EA,MJ,lognormal,36200.39,0.2953159013676563,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023c-Cost,0,1 EA,USD_2011,normal,"550,450|1,5",0.282524,,lognormal,"10752.5,8797.5|1,5",0.163097,,lognormal,"10202.5,8347.5|1,5",0.157199,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023c-Time,0,1 EA,worker_day,normal,"0.647024,0.529376|1,5",0.377253,0,lognormal,"3.45,1.15|1,5",0.298498,0,lognormal,"3.27358,1.09122|1,5",0.295316,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023c-Carbon,0,1 EA,kg,normal,64.88,0.3772529080543386,,lognormal,2057.28,0.2984975036458598,,lognormal,1992.39,0.2953159013676563,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023c-Energy,0,1 EA,MJ,normal,1908.68,0.3772529080543386,,lognormal,38109.07,0.2984975036458598,,lognormal,36200.39,0.2953159013676563,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023d-Cost,0,1 EA,USD_2011,lognormal,"880,720|1,5",0.413752,,lognormal,"19910,16290|1,5",0.186586,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023d-Time,0,1 EA,worker_day,lognormal,"1.03532,0.847082|1,5",0.483416,0,lognormal,"5.32351,1.59705|1,5",0.311952,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023d-Carbon,0,1 EA,kg,lognormal,91.22,0.4834157127260206,,lognormal,4175.11,0.3119523933758158,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023d-Energy,0,1 EA,MJ,lognormal,2634.54,0.4834157127260206,,lognormal,73489.91,0.3119523933758158,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023e-Cost,0,1 EA,USD_2011,normal,"19030,15570|1,5",0.0617281,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023e-Time,0,1 EA,worker_day,normal,"5.08819,1.52645|1,5",0.257508,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023e-Carbon,0,1 EA,kg,normal,4083.89,0.25750797000085784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023e-Energy,0,1 EA,MJ,normal,70855.37,0.25750797000085784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023f-Cost,0,1 EA,USD_2011,lognormal,"880,720|1,5",0.413752,,lognormal,"19910,16290|1,5",0.186586,,normal,"19030,15570|1,5",0.0617277,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023f-Time,0,1 EA,worker_day,lognormal,"1.03532,0.847082|1,5",0.483416,0,lognormal,"5.32351,1.59705|1,5",0.311952,0,normal,"5.08819,1.52645|1,5",0.257508,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023f-Carbon,0,1 EA,kg,lognormal,91.22,0.4834157127260206,,lognormal,4175.11,0.3119523933758158,,normal,4083.89,0.25750787381097834,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023f-Energy,0,1 EA,MJ,lognormal,2634.54,0.4834157127260206,,lognormal,73489.91,0.3119523933758158,,normal,70855.37,0.25750787381097834,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023g-Cost,0,1 EA,USD_2011,lognormal,"1320,1080|1,5",0.335162,,lognormal,"33880,27720|1,5",0.194005,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023g-Time,0,1 EA,worker_day,lognormal,"1.55298,1.27062|1,5",0.418131,0,lognormal,"7.24703,1.81175|1,5",0.316446,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023g-Carbon,0,1 EA,kg,lognormal,129.77,0.4181308022611983,,lognormal,7379.11,0.31644587095905846,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023g-Energy,0,1 EA,MJ,lognormal,3817.36,0.4181308022611983,,lognormal,128049.91,0.31644587095905846,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023h-Cost,0,1 EA,USD_2011,normal,"32560,26640|1,5",0.0728037,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023h-Time,0,1 EA,worker_day,normal,"6.96475,1.7412|1,5",0.260385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023h-Carbon,0,1 EA,kg,normal,7249.35,0.26038505925659367,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023h-Energy,0,1 EA,MJ,normal,124232.54,0.26038505925659367,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023i-Cost,0,1 EA,USD_2011,lognormal,"1320,1080|1,5",0.335162,,lognormal,"33880,27720|1,5",0.194005,,normal,"32560,26640|1,5",0.0728026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023i-Time,0,1 EA,worker_day,lognormal,"1.55298,1.27062|1,5",0.418131,0,lognormal,"7.24703,1.81175|1,5",0.316446,0,normal,"6.96475,1.7412|1,5",0.260385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023i-Carbon,0,1 EA,kg,lognormal,129.77,0.4181308022611983,,lognormal,7379.11,0.31644587095905846,,normal,7249.35,0.26038474853389854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023i-Energy,0,1 EA,MJ,lognormal,3817.36,0.4181308022611983,,lognormal,128049.91,0.31644587095905846,,normal,124232.54,0.26038474853389854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023j-Cost,0,1 EA,USD_2011,lognormal,"1320,1080|1,5",0.335162,,lognormal,"57860,47340|1,5",0.185913,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023j-Time,0,1 EA,worker_day,lognormal,"1.55298,1.27062|1,5",0.418131,0,lognormal,"10.52,2.1659|1,5",0.31155,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023j-Carbon,0,1 EA,kg,lognormal,129.77,0.4181308022611983,,lognormal,12292.93,0.3115504291930379,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023j-Energy,0,1 EA,MJ,lognormal,3817.36,0.4181308022611983,,lognormal,218130.54,0.3115504291930379,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023k-Cost,0,1 EA,USD_2011,normal,"56540,46260|1,5",0.0682835,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023k-Time,0,1 EA,worker_day,normal,"10.28,2.11645|1,5",0.259158,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023k-Carbon,0,1 EA,kg,normal,12163.17,0.2591575516820616,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023k-Energy,0,1 EA,MJ,normal,214313.18,0.2591575516820616,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023l-Cost,0,1 EA,USD_2011,lognormal,"1320,1080|1,5",0.335162,,lognormal,"57860,47340|1,5",0.185913,,normal,"56540,46260|1,5",0.068283,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023l-Time,0,1 EA,worker_day,lognormal,"1.55298,1.27062|1,5",0.418131,0,lognormal,"10.52,2.1659|1,5",0.31155,1,normal,"10.28,2.11645|1,5",0.259157,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023l-Carbon,0,1 EA,kg,lognormal,129.77,0.4181308022611983,,lognormal,12292.93,0.3115504291930379,,normal,12163.17,0.25915741413860094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.023l-Energy,0,1 EA,MJ,lognormal,3817.36,0.4181308022611983,,lognormal,218130.54,0.3115504291930379,,normal,214313.18,0.25915741413860094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031a-Cost,0,1 EA,USD_2011,lognormal,"12057.5,8347.5|1,5",0.157199,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031a-Time,0,1 EA,worker_day,lognormal,"5.45593,1.09122|1,5",0.295316,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031a-Carbon,0,1 EA,kg,lognormal,1992.39,0.2953159013676563,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031a-Energy,0,1 EA,MJ,lognormal,36200.39,0.2953159013676563,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031b-Cost,0,1 EA,USD_2011,normal,"22490,15570|1,5",0.0617281,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031b-Time,0,1 EA,worker_day,normal,"9.15878,1.52645|1,5",0.257508,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031b-Carbon,0,1 EA,kg,normal,4083.89,0.25750797000085784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031b-Energy,0,1 EA,MJ,normal,70855.37,0.25750797000085784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031c-Cost,0,1 EA,USD_2011,normal,"38480,26640|1,5",0.0728037,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031c-Time,0,1 EA,worker_day,normal,"13.9295,1.7412|1,5",0.260385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031c-Carbon,0,1 EA,kg,normal,7249.35,0.26038505925659367,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031c-Energy,0,1 EA,MJ,normal,124232.54,0.26038505925659367,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031d-Cost,0,1 EA,USD_2011,normal,"66820,46260|1,5",0.0682835,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031d-Time,0,1 EA,worker_day,normal,"22.3741,2.11645|1,5",0.259158,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031d-Carbon,0,1 EA,kg,normal,12163.17,0.2591575516820616,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.031d-Energy,0,1 EA,MJ,normal,214313.18,0.2591575516820616,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033a-Cost,0,1 EA,USD_2011,normal,"650,450|1,5",0.282524,,lognormal,"12707.5,8797.5|1,5",0.163097,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033a-Time,0,1 EA,worker_day,normal,"0.764471,0.529176|1,5",0.377253,0,lognormal,"5.75,1.15|1,5",0.298498,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033a-Carbon,0,1 EA,kg,normal,64.88,0.3772529080543386,,lognormal,2057.28,0.2984975036458598,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033a-Energy,0,1 EA,MJ,normal,1908.68,0.3772529080543386,,lognormal,38109.07,0.2984975036458598,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033b-Cost,0,1 EA,USD_2011,lognormal,"11130,7420|1,5",0.157199,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033b-Time,0,1 EA,worker_day,lognormal,"4.91025,1.22755|1,5",0.295316,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033b-Carbon,0,1 EA,kg,lognormal,1992.39,0.2953159013676563,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033b-Energy,0,1 EA,MJ,lognormal,36200.39,0.2953159013676563,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033c-Cost,0,1 EA,USD_2011,normal,"600,400|1,5",0.282524,,lognormal,"11730,7820|1,5",0.163097,,lognormal,"11130,7420|1,5",0.157199,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033c-Time,0,1 EA,worker_day,normal,"0.794153,0.529447|1,5",0.377253,0,lognormal,"5.175,1.29375|1,5",0.298498,0,lognormal,"4.91025,1.22755|1,5",0.295316,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033c-Carbon,0,1 EA,kg,normal,64.88,0.3772529080543386,,lognormal,2057.28,0.2984975036458598,,lognormal,1992.39,0.2953159013676563,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033c-Energy,0,1 EA,MJ,normal,1908.68,0.3772529080543386,,lognormal,38109.07,0.2984975036458598,,lognormal,36200.39,0.2953159013676563,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033d-Cost,0,1 EA,USD_2011,lognormal,"1040,720|1,5",0.413752,,lognormal,"23530,16290|1,5",0.186586,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033d-Time,0,1 EA,worker_day,lognormal,"1.22335,0.846882|1,5",0.483416,0,lognormal,"9.58234,1.59705|1,5",0.311952,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033d-Carbon,0,1 EA,kg,lognormal,91.22,0.4834157127260206,,lognormal,4175.11,0.3119523933758158,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033d-Energy,0,1 EA,MJ,lognormal,2634.54,0.4834157127260206,,lognormal,73489.91,0.3119523933758158,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033e-Cost,0,1 EA,USD_2011,normal,"20760,13840|1,5",0.0617281,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033e-Time,0,1 EA,worker_day,normal,"8.01401,1.7173|1,5",0.257508,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033e-Carbon,0,1 EA,kg,normal,4083.89,0.25750797000085784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033e-Energy,0,1 EA,MJ,normal,70855.37,0.25750797000085784,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033f-Cost,0,1 EA,USD_2011,lognormal,"960,640|1,5",0.413752,,lognormal,"21720,14480|1,5",0.186586,,normal,"20760,13840|1,5",0.0617277,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033f-Time,0,1 EA,worker_day,lognormal,"1.27056,0.847035|1,5",0.483416,0,lognormal,"8.38458,1.7967|1,5",0.311952,0,normal,"8.01401,1.7173|1,5",0.257508,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033f-Carbon,0,1 EA,kg,lognormal,91.22,0.4834157127260206,,lognormal,4175.11,0.3119523933758158,,normal,4083.89,0.25750787381097834,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033f-Energy,0,1 EA,MJ,lognormal,2634.54,0.4834157127260206,,lognormal,73489.91,0.3119523933758158,,normal,70855.37,0.25750787381097834,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033g-Cost,0,1 EA,USD_2011,lognormal,"1560,1080|1,5",0.335162,,lognormal,"40040,27720|1,5",0.194005,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033g-Time,0,1 EA,worker_day,lognormal,"1.83553,1.27082|1,5",0.418131,0,lognormal,"14.4941,1.81175|1,5",0.316446,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033g-Carbon,0,1 EA,kg,lognormal,129.77,0.4181308022611983,,lognormal,7379.11,0.31644587095905846,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033g-Energy,0,1 EA,MJ,lognormal,3817.36,0.4181308022611983,,lognormal,128049.91,0.31644587095905846,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033h-Cost,0,1 EA,USD_2011,normal,"35520,23680|1,5",0.0728037,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033h-Time,0,1 EA,worker_day,normal,"11.7529,1.9588|1,5",0.260385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033h-Carbon,0,1 EA,kg,normal,7249.35,0.26038505925659367,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033h-Energy,0,1 EA,MJ,normal,124232.54,0.26038505925659367,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033i-Cost,0,1 EA,USD_2011,lognormal,"1440,960|1,5",0.335162,,lognormal,"36960,24640|1,5",0.194005,,normal,"35520,23680|1,5",0.0728026,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033i-Time,0,1 EA,worker_day,lognormal,"1.90585,1.27055|1,5",0.418131,0,lognormal,"12.2294,2.03825|1,5",0.316446,0,normal,"11.7529,1.9588|1,5",0.260385,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033i-Carbon,0,1 EA,kg,lognormal,129.77,0.4181308022611983,,lognormal,7379.11,0.31644587095905846,,normal,7249.35,0.26038474853389854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033i-Energy,0,1 EA,MJ,lognormal,3817.36,0.4181308022611983,,lognormal,128049.91,0.31644587095905846,,normal,124232.54,0.26038474853389854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033j-Cost,0,1 EA,USD_2011,lognormal,"1560,1080|1,5",0.335162,,lognormal,"68380,47340|1,5",0.185913,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033j-Time,0,1 EA,worker_day,lognormal,"1.83553,1.27082|1,5",0.418131,0,lognormal,"22.8965,2.1659|1,5",0.31155,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033j-Carbon,0,1 EA,kg,lognormal,129.77,0.4181308022611983,,lognormal,12292.93,0.3115504291930379,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033j-Energy,0,1 EA,MJ,lognormal,3817.36,0.4181308022611983,,lognormal,218130.54,0.3115504291930379,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033k-Cost,0,1 EA,USD_2011,normal,"61680,41120|1,5",0.0682835,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033k-Time,0,1 EA,worker_day,normal,"18.368,2.38105|1,5",0.259158,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033k-Carbon,0,1 EA,kg,normal,12163.17,0.2591575516820616,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033k-Energy,0,1 EA,MJ,normal,214313.18,0.2591575516820616,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033l-Cost,0,1 EA,USD_2011,lognormal,"1440,960|1,5",0.335162,,lognormal,"63120,42080|1,5",0.185913,,normal,"61680,41120|1,5",0.068283,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033l-Time,0,1 EA,worker_day,lognormal,"1.90585,1.27055|1,5",0.418131,0,lognormal,"18.7967,2.4366|1,5",0.31155,1,normal,"18.368,2.38105|1,5",0.259157,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033l-Carbon,0,1 EA,kg,lognormal,129.77,0.4181308022611983,,lognormal,12292.93,0.3115504291930379,,normal,12163.17,0.25915741413860094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.12.033l-Energy,0,1 EA,MJ,lognormal,3817.36,0.4181308022611983,,lognormal,218130.54,0.3115504291930379,,normal,214313.18,0.25915741413860094,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.011a-Cost,0,1 EA,USD_2011,lognormal,"14400,9600|1,5",0.0962075,,normal,"900,600|1,5",0.285477,,lognormal,"15300,10200|1,5",0.105997,,normal,"3780,2520|1,5",0.240252,,lognormal,"18180,12120|1,5",0.126028,,normal,"4680,3120|1,5",0.248279,,lognormal,"19080,12720|1,5",0.132556,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.011a-Time,0,1 EA,worker_day,lognormal,"19.0589,12.7059|1,5",0.267873,1,normal,"1.19113,0.794071|1,5",0.37947,1,lognormal,"20.25,13.5|1,5",0.271543,1,normal,"5.00292,3.33528|1,5",0.346729,1,lognormal,"24.0618,16.0412|1,5",0.27997,1,normal,"6.19405,4.12935|1,5",0.352338,1,lognormal,"25.2529,16.8353|1,5",0.282968,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.011a-Carbon,0,1 EA,kg,lognormal,1695.57,0.267873,,normal,63.49,0.37947,,lognormal,1754.72,0.271814,,normal,1301.3,0.346729,,normal,3064.13,0.29841,,normal,1364.79,0.348252,,normal,3127.62,0.300056,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.011a-Energy,0,1 EA,MJ,lognormal,32267.4,0.267873,,normal,1584.24,0.37947,,lognormal,33743.3,0.272984,,normal,29003.4,0.346729,,normal,62550.9,0.301685,,normal,30587.6,0.348425,,normal,64135.1,0.303606,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.013a-Cost,0,1 EA,USD_2011,normal,"1200,800|1,5",0.138868,,lognormal,"19380,12920|1,5",0.126736,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.013a-Time,0,1 EA,worker_day,normal,"1.58821,1.05879|1,5",0.285979,1,lognormal,"25.65,17.1|1,5",0.280289,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.013a-Carbon,0,1 EA,kg,normal,161.25,0.28597942534026527,,lognormal,3158.12,0.2802893309093959,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.013a-Energy,0,1 EA,MJ,normal,4865.74,0.28597942534026527,,lognormal,66136.55,0.2802893309093959,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.013b-Cost,0,1 EA,USD_2011,lognormal,"14400,9600|1,5",0.0962075,,normal,"900,600|1,5",0.285477,,lognormal,"15300,10200|1,5",0.105997,,normal,"3780,2520|1,5",0.240252,,lognormal,"18180,12120|1,5",0.126028,,normal,"4680,3120|1,5",0.248279,,lognormal,"19080,12720|1,5",0.132556,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.013b-Time,0,1 EA,worker_day,lognormal,"19.0589,12.7059|1,5",0.267873,1,normal,"1.19113,0.794071|1,5",0.37947,1,lognormal,"20.25,13.5|1,5",0.271543,1,normal,"5.00292,3.33528|1,5",0.346729,1,lognormal,"24.0618,16.0412|1,5",0.27997,1,normal,"6.19405,4.12935|1,5",0.352338,1,lognormal,"25.2529,16.8353|1,5",0.282968,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.013b-Carbon,0,1 EA,kg,lognormal,1695.57,0.267873,,normal,63.49,0.37947,,lognormal,1754.72,0.271814,,normal,1301.3,0.346729,,normal,3064.13,0.29841,,normal,1364.79,0.348252,,normal,3127.62,0.300056,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.013b-Energy,0,1 EA,MJ,lognormal,32267.4,0.267873,,normal,1584.24,0.37947,,lognormal,33743.3,0.272984,,normal,29003.4,0.346729,,normal,62550.9,0.301685,,normal,30587.6,0.348425,,normal,64135.1,0.303606,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.013c-Cost,0,1 EA,USD_2011,normal,"1200,800|1,5",0.138868,,lognormal,"19380,12920|1,5",0.126736,,lognormal,"14400,9600|1,5",0.0962069,,lognormal,"15300,10200|1,5",0.105997,,lognormal,"20280,13520|1,5",0.132855,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.013c-Time,0,1 EA,worker_day,normal,"1.58821,1.05879|1,5",0.285979,1,lognormal,"25.65,17.1|1,5",0.280289,1,lognormal,"19.0589,12.7059|1,5",0.267873,1,lognormal,"20.25,13.5|1,5",0.271542,1,lognormal,"26.8411,17.8941|1,5",0.283108,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.013c-Carbon,0,1 EA,kg,normal,161.25,0.28597942534026527,,lognormal,3158.12,0.2802893309093959,,lognormal,1695.57,0.26787265389017484,,lognormal,1759.07,0.27154243517528454,,lognormal,3221.61,0.28310839674495664,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.013c-Energy,0,1 EA,MJ,normal,4865.74,0.28597942534026527,,lognormal,66136.55,0.2802893309093959,,lognormal,32267.43,0.26787265389017484,,lognormal,33851.66,0.27154243517528454,,lognormal,67720.79,0.28310839674495664,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.021a-Cost,0,1 EA,USD_2011,normal,"960,640|1,5",0.152671,,normal,"14580,9720|1,5",0.126666,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.021a-Time,0,1 EA,worker_day,normal,"1.27056,0.847035|1,5",0.292931,0,normal,"19.2971,12.8647|1,5",0.280258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.021a-Carbon,0,1 EA,kg,normal,203.47,0.29293080006752953,,normal,2561.02,0.28025750931540455,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.021a-Energy,0,1 EA,MJ,normal,3872.09,0.29293080006752953,,normal,48737.26,0.28025750931540455,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.023a-Cost,0,1 EA,USD_2011,normal,"770,630|1,5",0.199834,,normal,"14135,11565|1,5",0.130557,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.023a-Time,0,1 EA,worker_day,normal,"1.01915,0.833853|1,5",0.320052,0,normal,"18.7081,15.3067|1,5",0.282037,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.023a-Carbon,0,1 EA,kg,normal,103.43,0.32005225737957516,,normal,2664.45,0.2820373219867109,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.023a-Energy,0,1 EA,MJ,normal,3091.5,0.32005225737957516,,normal,51828.76,0.2820373219867109,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.023b-Cost,0,1 EA,USD_2011,normal,"1040,720|1,5",0.152671,,normal,"15795,10935|1,5",0.126666,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.023b-Time,0,1 EA,worker_day,normal,"1.22355,0.847082|1,5",0.292931,0,normal,"18.5823,12.8647|1,5",0.280258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.023b-Carbon,0,1 EA,kg,normal,203.47,0.29293080006752953,,normal,2561.02,0.28025750931540455,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.023b-Energy,0,1 EA,MJ,normal,3872.09,0.29293080006752953,,normal,48737.26,0.28025750931540455,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.023c-Cost,0,1 EA,USD_2011,normal,"910,630|1,5",0.199834,,normal,"16705,11565|1,5",0.130557,,normal,"15795,10935|1,5",0.126666,,normal,"15795,10935|1,5",0.126666,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.023c-Time,0,1 EA,worker_day,normal,"1.07056,0.741147|1,5",0.320052,0,normal,"19.6529,13.6058|1,5",0.282037,0,normal,"18.5823,12.8647|1,5",0.280258,0,normal,"18.5823,12.8647|1,5",0.280258,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.023c-Carbon,0,1 EA,kg,normal,103.43,0.32005225737957516,,normal,2664.45,0.2820373219867109,,normal,2561.02,0.28025750931540455,,normal,2561.02,0.28025750931540455,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.023c-Energy,0,1 EA,MJ,normal,3091.5,0.32005225737957516,,normal,51828.76,0.2820373219867109,,normal,48737.26,0.28025750931540455,,normal,48737.26,0.28025750931540455,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031a-Cost,0,1 EA,USD_2011,lognormal,"220,180|1,5",0.171333,,lognormal,"3250,2000|1,5",0.170517,,lognormal,"600,400|1,5",0.167256,,lognormal,"600,400|1,5",0.167256,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031a-Time,0,1 EA,worker_day,lognormal,"0.194147,0.158853|1,5",0.303076,0,lognormal,"2.86766,1.76472|1,5",0.302615,0,lognormal,"0.529435,0.352965|1,5",0.30079,0,lognormal,"0.529435,0.352965|1,5",0.30079,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031a-Carbon,0,1 EA,kg,lognormal,8.28,0.30307584351586153,,lognormal,103.5,0.30261525214657775,,lognormal,20.7,0.30079017200832897,,lognormal,20.7,0.30079017200832897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031a-Energy,0,1 EA,MJ,lognormal,182.89,0.30307584351586153,,lognormal,2286.09,0.30261525214657775,,lognormal,457.22,0.30079017200832897,,lognormal,457.22,0.30079017200832897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031b-Cost,0,1 EA,USD_2011,lognormal,"440,360|1,5",0.171333,,lognormal,"6500,4000|1,5",0.171333,,lognormal,"960,640|1,5",0.171333,,lognormal,"960,640|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031b-Time,0,1 EA,worker_day,lognormal,"0.388194,0.317606|1,5",0.303076,1,lognormal,"5.73533,3.52945|1,5",0.303076,1,lognormal,"0.847076,0.564724|1,5",0.303076,1,lognormal,"0.847076,0.564724|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031b-Carbon,0,1 EA,kg,lognormal,16.56,0.3030759717287581,,lognormal,206.99,0.30307598611499575,,lognormal,22.61,0.30307597440813994,,lognormal,33.12,0.30307597440813994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031b-Energy,0,1 EA,MJ,lognormal,365.77,0.3030759717287581,,lognormal,4572.17,0.30307598611499575,,lognormal,430.23,0.30307597440813994,,lognormal,731.55,0.30307597440813994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031c-Cost,0,1 EA,USD_2011,lognormal,"990,810|1,5",0.169067,,lognormal,"10400,6400|1,5",0.171333,,lognormal,"1440,960|1,5",0.171333,,lognormal,"1440,960|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031c-Time,0,1 EA,worker_day,lognormal,"0.873512,0.714688|1,5",0.3018,1,lognormal,"9.17645,5.64704|1,5",0.303076,1,lognormal,"1.27056,0.847035|1,5",0.303076,1,lognormal,"1.27056,0.847035|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031c-Carbon,0,1 EA,kg,lognormal,37.26,0.301800463719847,,lognormal,331.19,0.3030759829128734,,lognormal,33.91,0.3030758778550854,,lognormal,49.68,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031c-Energy,0,1 EA,MJ,lognormal,822.99,0.301800463719847,,lognormal,7315.48,0.3030759829128734,,lognormal,645.35,0.3030758778550854,,lognormal,1097.32,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031d-Cost,0,1 EA,USD_2011,lognormal,"1950,1350|1,5",0.169973,,lognormal,"13000,9000|1,5",0.171333,,lognormal,"1560,1080|1,5",0.171333,,lognormal,"1560,1080|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031d-Time,0,1 EA,worker_day,lognormal,"2.00734,1.38969|1,5",0.302309,1,lognormal,"13.3823,9.26469|1,5",0.303076,1,lognormal,"1.60589,1.11177|1,5",0.303076,1,lognormal,"1.60589,1.11177|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031d-Carbon,0,1 EA,kg,lognormal,62.1,0.3023089696733794,,lognormal,413.99,0.3030759855964926,,lognormal,33.91,0.3030758778550854,,lognormal,49.68,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.031d-Energy,0,1 EA,MJ,lognormal,1371.65,0.3023089696733794,,lognormal,9144.35,0.3030759855964926,,lognormal,645.35,0.3030758778550854,,lognormal,1097.32,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032a-Cost,0,1 EA,USD_2011,lognormal,"1300,900|1,5",0.45231,,lognormal,"132860,91980|1,5",0.174623,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032a-Time,0,1 EA,worker_day,lognormal,"1.14711,0.794165|1,5",0.516802,0,lognormal,"45.0882,9.01765|1,5",0.304948,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032a-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,24454.43,0.3049477834509561,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032a-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,464784.95,0.3049477834509561,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032b-Cost,0,1 EA,USD_2011,lognormal,"220,180|1,5",0.171333,,lognormal,"3250,2000|1,5",0.170517,,lognormal,"600,400|1,5",0.167256,,lognormal,"600,400|1,5",0.167256,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032b-Time,0,1 EA,worker_day,lognormal,"0.194147,0.158853|1,5",0.303076,0,lognormal,"2.86766,1.76472|1,5",0.302615,0,lognormal,"0.529435,0.352965|1,5",0.30079,0,lognormal,"0.529435,0.352965|1,5",0.30079,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032b-Carbon,0,1 EA,kg,lognormal,8.28,0.30307584351586153,,lognormal,103.5,0.30261525214657775,,lognormal,20.7,0.30079017200832897,,lognormal,20.7,0.30079017200832897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032b-Energy,0,1 EA,MJ,lognormal,182.89,0.30307584351586153,,lognormal,2286.09,0.30261525214657775,,lognormal,457.22,0.30079017200832897,,lognormal,457.22,0.30079017200832897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032c-Cost,0,1 EA,USD_2011,lognormal,"1300,900|1,5",0.45231,,lognormal,"132860,91980|1,5",0.174623,,lognormal,"260,180|1,5",0.171333,,lognormal,"3250,2250|1,5",0.170517,,lognormal,"650,450|1,5",0.167256,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032c-Time,0,1 EA,worker_day,lognormal,"1.33822,0.926459|1,5",0.516802,0,lognormal,"52.603,10.5206|1,5",0.304948,0,lognormal,"0.267665,0.185312|1,5",0.303076,0,lognormal,"3.34556,2.31615|1,5",0.302615,0,lognormal,"0.669112,0.463229|1,5",0.30079,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032c-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,24454.43,0.3049477834509561,,lognormal,8.28,0.30307584351586153,,lognormal,103.5,0.30261525214657775,,lognormal,14.13,0.30079017200832897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032c-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,464784.95,0.3049477834509561,,lognormal,182.89,0.30307584351586153,,lognormal,2286.09,0.30261525214657775,,lognormal,268.9,0.30079017200832897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032d-Cost,0,1 EA,USD_2011,normal,"1650,1350|1,5",0.398453,,lognormal,"265850,163600|1,5",0.17385,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032d-Time,0,1 EA,worker_day,normal,"1.45585,1.19115|1,5",0.470388,1,lognormal,"81.1986,13.5331|1,5",0.304506,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032d-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,49326.2,0.30450571520508113,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032d-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,933631.28,0.30450571520508113,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032e-Cost,0,1 EA,USD_2011,lognormal,"440,360|1,5",0.171333,,lognormal,"6500,4000|1,5",0.171333,,lognormal,"960,640|1,5",0.171333,,lognormal,"960,640|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032e-Time,0,1 EA,worker_day,lognormal,"0.388194,0.317606|1,5",0.303076,1,lognormal,"5.73533,3.52945|1,5",0.303076,1,lognormal,"0.847076,0.564724|1,5",0.303076,1,lognormal,"0.847076,0.564724|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032e-Carbon,0,1 EA,kg,lognormal,16.56,0.3030759717287581,,lognormal,206.99,0.30307598611499575,,lognormal,22.61,0.30307597440813994,,lognormal,33.12,0.30307597440813994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032e-Energy,0,1 EA,MJ,lognormal,365.77,0.3030759717287581,,lognormal,4572.17,0.30307598611499575,,lognormal,430.23,0.30307597440813994,,lognormal,731.55,0.30307597440813994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032f-Cost,0,1 EA,USD_2011,normal,"1950,1350|1,5",0.398453,,lognormal,"265850,184050|1,5",0.17385,,lognormal,"520,360|1,5",0.171333,,lognormal,"6500,4500|1,5",0.171333,,lognormal,"1040,720|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032f-Time,0,1 EA,worker_day,normal,"2.00734,1.38969|1,5",0.470388,1,lognormal,"94.7316,15.7886|1,5",0.304506,1,lognormal,"0.535329,0.370624|1,5",0.303076,1,lognormal,"6.69122,4.63239|1,5",0.303076,1,lognormal,"1.07056,0.741147|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032f-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,49326.2,0.30450571520508113,,lognormal,16.56,0.3030759717287581,,lognormal,206.99,0.30307598611499575,,lognormal,22.61,0.30307597440813994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032f-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,933631.28,0.30450571520508113,,lognormal,365.77,0.3030759717287581,,lognormal,4572.17,0.30307598611499575,,lognormal,430.23,0.30307597440813994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032g-Cost,0,1 EA,USD_2011,normal,"2420,1980|1,5",0.296982,,lognormal,"497120,305920|1,5",0.173262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032g-Time,0,1 EA,worker_day,normal,"2.66915,2.18385|1,5",0.388198,1,lognormal,"168.706,21.0882|1,5",0.304171,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032g-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,92485.37,0.30417072748822066,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032g-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,1749003.08,0.30417072748822066,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032h-Cost,0,1 EA,USD_2011,lognormal,"990,810|1,5",0.169067,,lognormal,"10400,6400|1,5",0.171333,,lognormal,"1440,960|1,5",0.171333,,lognormal,"1440,960|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032h-Time,0,1 EA,worker_day,lognormal,"0.873512,0.714688|1,5",0.3018,1,lognormal,"9.17645,5.64704|1,5",0.303076,1,lognormal,"1.27056,0.847035|1,5",0.303076,1,lognormal,"1.27056,0.847035|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032h-Carbon,0,1 EA,kg,lognormal,37.26,0.301800463719847,,lognormal,331.19,0.3030759829128734,,lognormal,33.91,0.3030758778550854,,lognormal,49.68,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032h-Energy,0,1 EA,MJ,lognormal,822.99,0.301800463719847,,lognormal,7315.48,0.3030759829128734,,lognormal,645.35,0.3030758778550854,,lognormal,1097.32,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032i-Cost,0,1 EA,USD_2011,normal,"2860,1980|1,5",0.296982,,lognormal,"497120,344160|1,5",0.173262,,lognormal,"1170,810|1,5",0.169067,,lognormal,"10400,7200|1,5",0.171333,,lognormal,"1560,1080|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032i-Time,0,1 EA,worker_day,normal,"2.94411,2.03823|1,5",0.388198,1,lognormal,"157.459,19.6823|1,5",0.304171,1,lognormal,"1.20444,0.833853|1,5",0.3018,1,lognormal,"10.7059,7.41177|1,5",0.303076,1,lognormal,"1.60589,1.11177|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032i-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,92485.37,0.30417072748822066,,lognormal,37.26,0.301800463719847,,lognormal,331.19,0.3030759829128734,,lognormal,33.91,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032i-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,1749003.08,0.30417072748822066,,lognormal,822.99,0.301800463719847,,lognormal,7315.48,0.3030759829128734,,lognormal,645.35,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032j-Cost,0,1 EA,USD_2011,lognormal,"2640,2160|1,5",0.288523,,lognormal,"742170,456720|1,5",0.172804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032j-Time,0,1 EA,worker_day,lognormal,"2.32936,1.90584|1,5",0.381766,1,lognormal,"186.382,17.6307|1,5",0.30391,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032j-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,138029.37,0.3039099073071019,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032j-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,2612291.91,0.3039099073071019,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032k-Cost,0,1 EA,USD_2011,lognormal,"1950,1350|1,5",0.169973,,lognormal,"13000,9000|1,5",0.171333,,lognormal,"1560,1080|1,5",0.171333,,lognormal,"1560,1080|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032k-Time,0,1 EA,worker_day,lognormal,"2.00734,1.38969|1,5",0.302309,1,lognormal,"13.3823,9.26469|1,5",0.303076,1,lognormal,"1.60589,1.11177|1,5",0.303076,1,lognormal,"1.60589,1.11177|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032k-Carbon,0,1 EA,kg,lognormal,62.1,0.3023089696733794,,lognormal,413.99,0.3030759855964926,,lognormal,33.91,0.3030758778550854,,lognormal,49.68,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032k-Energy,0,1 EA,MJ,lognormal,1371.65,0.3023089696733794,,lognormal,9144.35,0.3030759855964926,,lognormal,645.35,0.3030758778550854,,lognormal,1097.32,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032l-Cost,0,1 EA,USD_2011,lognormal,"3120,2160|1,5",0.288523,,lognormal,"742170,513810|1,5",0.172804,,lognormal,"1950,1350|1,5",0.169973,,lognormal,"13000,9000|1,5",0.171333,,lognormal,"1560,1080|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032l-Time,0,1 EA,worker_day,lognormal,"3.21178,2.22354|1,5",0.381766,1,lognormal,"217.446,20.5692|1,5",0.30391,1,lognormal,"2.00734,1.38969|1,5",0.302309,1,lognormal,"13.3823,9.26469|1,5",0.303076,1,lognormal,"1.60589,1.11177|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032l-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,138029.37,0.3039099073071019,,lognormal,62.1,0.3023089696733794,,lognormal,413.99,0.3030759855964926,,lognormal,33.91,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.032l-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,2612291.91,0.3039099073071019,,lognormal,1371.65,0.3023089696733794,,lognormal,9144.35,0.3030759855964926,,lognormal,645.35,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033a-Cost,0,1 EA,USD_2011,lognormal,"1300,900|1,5",0.45231,,lognormal,"132860,91980|1,5",0.174623,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033a-Time,0,1 EA,worker_day,lognormal,"1.33822,0.926459|1,5",0.516802,0,lognormal,"52.603,10.5206|1,5",0.304948,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033a-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,24454.43,0.3049477834509561,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033a-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,464784.95,0.3049477834509561,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033b-Cost,0,1 EA,USD_2011,lognormal,"260,180|1,5",0.171333,,lognormal,"3250,2250|1,5",0.170517,,lognormal,"650,450|1,5",0.167256,,lognormal,"650,450|1,5",0.167256,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033b-Time,0,1 EA,worker_day,lognormal,"0.267665,0.185312|1,5",0.303076,0,lognormal,"3.34556,2.31615|1,5",0.302615,0,lognormal,"0.669112,0.463229|1,5",0.30079,0,lognormal,"0.669112,0.463229|1,5",0.30079,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033b-Carbon,0,1 EA,kg,lognormal,8.28,0.30307584351586153,,lognormal,103.5,0.30261525214657775,,lognormal,20.7,0.30079017200832897,,lognormal,20.7,0.30079017200832897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033b-Energy,0,1 EA,MJ,lognormal,182.89,0.30307584351586153,,lognormal,2286.09,0.30261525214657775,,lognormal,457.22,0.30079017200832897,,lognormal,457.22,0.30079017200832897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033c-Cost,0,1 EA,USD_2011,lognormal,"1100,700|1,5",0.45231,,lognormal,"112420,91980|1,5",0.174623,,lognormal,"220,180|1,5",0.171333,,lognormal,"2750,2250|1,5",0.170517,,lognormal,"550,450|1,5",0.167256,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033c-Time,0,1 EA,worker_day,lognormal,"0.161806,0.102982|1,5",0.516802,0,lognormal,"4.50884,1.50296|1,5",0.304948,0,lognormal,"0.0323412,0.0264588|1,5",0.303076,0,lognormal,"0.404365,0.330835|1,5",0.302615,0,lognormal,"0.0808529,0.0661471|1,5",0.30079,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033c-Carbon,0,1 EA,kg,lognormal,110.49,0.5168021421274114,,lognormal,24454.43,0.3049477834509561,,lognormal,8.28,0.30307584351586153,,lognormal,103.5,0.30261525214657775,,lognormal,14.13,0.30079017200832897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033c-Energy,0,1 EA,MJ,lognormal,3225.95,0.5168021421274114,,lognormal,464784.95,0.3049477834509561,,lognormal,182.89,0.30307584351586153,,lognormal,2286.09,0.30261525214657775,,lognormal,268.9,0.30079017200832897,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033d-Cost,0,1 EA,USD_2011,normal,"1950,1350|1,5",0.398453,,lognormal,"265850,184050|1,5",0.17385,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033d-Time,0,1 EA,worker_day,normal,"2.00734,1.38969|1,5",0.470388,1,lognormal,"94.7316,15.7886|1,5",0.304506,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033d-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,49326.2,0.30450571520508113,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033d-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,933631.28,0.30450571520508113,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033e-Cost,0,1 EA,USD_2011,lognormal,"520,320|1,5",0.171333,,lognormal,"6500,4000|1,5",0.171333,,lognormal,"960,640|1,5",0.171333,,lognormal,"960,640|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033e-Time,0,1 EA,worker_day,lognormal,"0.688224,0.423518|1,5",0.303076,1,lognormal,"8.60289,5.29407|1,5",0.303076,1,lognormal,"1.27056,0.847035|1,5",0.303076,1,lognormal,"1.27056,0.847035|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033e-Carbon,0,1 EA,kg,lognormal,16.56,0.3030759717287581,,lognormal,206.99,0.30307598611499575,,lognormal,22.61,0.30307597440813994,,lognormal,33.12,0.30307597440813994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033e-Energy,0,1 EA,MJ,lognormal,365.77,0.3030759717287581,,lognormal,4572.17,0.30307598611499575,,lognormal,430.23,0.30307597440813994,,lognormal,731.55,0.30307597440813994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033f-Cost,0,1 EA,USD_2011,normal,"1650,1350|1,5",0.398453,,lognormal,"224950,184050|1,5",0.17385,,lognormal,"440,360|1,5",0.171333,,lognormal,"5500,4500|1,5",0.171333,,lognormal,"880,720|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033f-Time,0,1 EA,worker_day,normal,"1.81984,1.48896|1,5",0.470388,1,lognormal,"56.3878,16.9164|1,5",0.304506,1,lognormal,"0.485318,0.397082|1,5",0.303076,1,lognormal,"6.06617,4.96323|1,5",0.303076,1,lognormal,"0.970635,0.794165|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033f-Carbon,0,1 EA,kg,normal,168.31,0.47038821045234885,,lognormal,49326.2,0.30450571520508113,,lognormal,16.56,0.3030759717287581,,lognormal,206.99,0.30307598611499575,,lognormal,22.61,0.30307597440813994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033f-Energy,0,1 EA,MJ,normal,5000.18,0.47038821045234885,,lognormal,933631.28,0.30450571520508113,,lognormal,365.77,0.3030759717287581,,lognormal,4572.17,0.30307598611499575,,lognormal,430.23,0.30307597440813994,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033g-Cost,0,1 EA,USD_2011,normal,"2860,1980|1,5",0.296982,,lognormal,"497120,344160|1,5",0.173262,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033g-Time,0,1 EA,worker_day,normal,"2.94411,2.03823|1,5",0.388198,1,lognormal,"157.459,19.6823|1,5",0.304171,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033g-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,92485.37,0.30417072748822066,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033g-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,1749003.08,0.30417072748822066,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033h-Cost,0,1 EA,USD_2011,lognormal,"1170,720|1,5",0.169067,,lognormal,"10400,6400|1,5",0.171333,,lognormal,"1440,960|1,5",0.171333,,lognormal,"1440,960|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033h-Time,0,1 EA,worker_day,lognormal,"1.54855,0.952965|1,5",0.3018,1,lognormal,"13.7647,8.47055|1,5",0.303076,1,lognormal,"1.90585,1.27055|1,5",0.303076,1,lognormal,"1.90585,1.27055|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033h-Carbon,0,1 EA,kg,lognormal,37.26,0.301800463719847,,lognormal,331.19,0.3030759829128734,,lognormal,33.91,0.3030758778550854,,lognormal,49.68,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033h-Energy,0,1 EA,MJ,lognormal,822.99,0.301800463719847,,lognormal,7315.48,0.3030759829128734,,lognormal,645.35,0.3030758778550854,,lognormal,1097.32,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033i-Cost,0,1 EA,USD_2011,normal,"2420,1980|1,5",0.296982,,lognormal,"420640,344160|1,5",0.173262,,lognormal,"990,810|1,5",0.169067,,lognormal,"8800,7200|1,5",0.171333,,lognormal,"1320,1080|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033i-Time,0,1 EA,worker_day,normal,"2.66915,2.18385|1,5",0.388198,1,lognormal,"84.353,21.0882|1,5",0.304171,1,lognormal,"1.09186,0.893335|1,5",0.3018,1,lognormal,"9.70585,7.94115|1,5",0.303076,1,lognormal,"1.45585,1.19115|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033i-Carbon,0,1 EA,kg,normal,245.4,0.38819849509898513,,lognormal,92485.37,0.30417072748822066,,lognormal,37.26,0.301800463719847,,lognormal,331.19,0.3030759829128734,,lognormal,33.91,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033i-Energy,0,1 EA,MJ,normal,7365.83,0.38819849509898513,,lognormal,1749003.08,0.30417072748822066,,lognormal,822.99,0.301800463719847,,lognormal,7315.48,0.3030759829128734,,lognormal,645.35,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033j-Cost,0,1 EA,USD_2011,lognormal,"3120,2160|1,5",0.288523,,lognormal,"742170,513810|1,5",0.172804,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033j-Time,0,1 EA,worker_day,lognormal,"3.21178,2.22354|1,5",0.381766,1,lognormal,"217.446,20.5692|1,5",0.30391,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033j-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,138029.37,0.3039099073071019,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033j-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,2612291.91,0.3039099073071019,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033k-Cost,0,1 EA,USD_2011,lognormal,"1650,1050|1,5",0.169973,,lognormal,"11000,9000|1,5",0.171333,,lognormal,"1320,1080|1,5",0.171333,,lognormal,"1320,1080|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033k-Time,0,1 EA,worker_day,lognormal,"0.242659,0.154424|1,5",0.302309,1,lognormal,"1.61766,1.32354|1,5",0.303076,1,lognormal,"0.194147,0.158853|1,5",0.303076,1,lognormal,"0.194147,0.158853|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033k-Carbon,0,1 EA,kg,lognormal,62.1,0.3023089696733794,,lognormal,413.99,0.3030759855964926,,lognormal,33.91,0.3030758778550854,,lognormal,49.68,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033k-Energy,0,1 EA,MJ,lognormal,1371.65,0.3023089696733794,,lognormal,9144.35,0.3030759855964926,,lognormal,645.35,0.3030758778550854,,lognormal,1097.32,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033l-Cost,0,1 EA,USD_2011,lognormal,"3120,2160|1,5",0.288523,,lognormal,"742170,513810|1,5",0.172804,,lognormal,"1950,1350|1,5",0.169973,,lognormal,"13000,9000|1,5",0.171333,,lognormal,"1560,1080|1,5",0.171333,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033l-Time,0,1 EA,worker_day,lognormal,"0.458782,0.317606|1,5",0.381766,1,lognormal,"31.0637,2.93845|1,5",0.30391,1,lognormal,"0.286776,0.198541|1,5",0.302309,1,lognormal,"1.91178,1.32354|1,5",0.303076,1,lognormal,"0.229441,0.158853|1,5",0.303076,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033l-Carbon,0,1 EA,kg,lognormal,245.4,0.38176617799130597,,lognormal,138029.37,0.3039099073071019,,lognormal,62.1,0.3023089696733794,,lognormal,413.99,0.3030759855964926,,lognormal,33.91,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-D.50.92.033l-Energy,0,1 EA,MJ,lognormal,7365.83,0.38176617799130597,,lognormal,2612291.91,0.3039099073071019,,lognormal,1371.65,0.3023089696733794,,lognormal,9144.35,0.3030759855964926,,lognormal,645.35,0.3030758778550854,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-F.10.12.001-Cost,0,50 LF,USD_2011,lognormal,"6200,1860|26,260",0.362167,,lognormal,"37300,11190|26,260",0.288113,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-F.10.12.001-Time,0,50 LF,worker_day,lognormal,"6.83912,2.05235|26,260",0.440073,0,lognormal,"41.1399,12.3421|26,260",0.381457,0,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-F.10.12.001-Carbon,0,50 LF,kg,lognormal,14.499999999999998,0.44007339122302147,,lognormal,8496.0,0.3814568869695475,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
-F.10.12.001-Energy,0,50 LF,MJ,lognormal,443.49999999999994,0.44007339122302147,,lognormal,260246.99999999997,0.3814568869695475,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
diff --git a/pelicun/resources/SimCenterDBDL/loss_repair_DB_FEMA_P58_2nd.json b/pelicun/resources/SimCenterDBDL/loss_repair_DB_FEMA_P58_2nd.json
deleted file mode 100644
index a715e45b2..000000000
--- a/pelicun/resources/SimCenterDBDL/loss_repair_DB_FEMA_P58_2nd.json
+++ /dev/null
@@ -1,14009 +0,0 @@
-{
-  "_GeneralInformation": {
-    "ShortName": "FEMA P-58 2nd Edition",
-    "Description": "The models in this dataset are based on the 2nd edition of FEMA P-58. Specifically, the parameters are parsed from the FEMAP-58_FragilityDatabase_v3.1.2.xls file that is published as part of Volume 3 of the methodology. A few obvious typos and errors have been fixed in that file; these adjustments are captured in the changelog at https://github.com/NHERI-SimCenter/DB_DamageAndLoss/blob/main/data_sources/FEMA_P58/changelog.txt . Simultaneous damage states have been replaced with equivalent Mutually exclusive damage states. Component classification is based on UNIFORMAT II as per NISTIR 6389.",
-    "Version": "1.0",
-    "ComponentGroups": {
-      "B - Shell": {
-        "B.10 - Super Structure": [
-          "B.10.31 - Steel Columns",
-          "B.10.33 - Steel Braces",
-          "B.10.35 - Steel Connections",
-          "B.10.41 - RC or Composite Columns",
-          "B.10.42 - RC or Composite Beams",
-          "B.10.44 - RC or Composite Shearwalls",
-          "B.10.49 - RC Flat Slabs",
-          "B.10.51 - Ordinary Reinforced Masonry Walls",
-          "B.10.52 - Special Reinforced Masonry Walls",
-          "B.10.61 - Cold-formed Steel Walls",
-          "B.10.71 - Wood Light Frame"
-        ],
-        "B.20 - Exterior Enclosure": [
-          "B.20.11 - Exterior Walls",
-          "B.20.22 - Curtain Walls",
-          "B.20.23 - Storefronts"
-        ],
-        "B.30 - Roofing": [
-          "B.30.11 - Roof Coverings",
-          "B.30.31 - Masonry Chimney",
-          "B.30.41 - Masonry Parapet"
-        ]
-      },
-      "C - Interiors": {
-        "C.10 - Interior Construction": [
-          "C.10.11 - Partitions"
-        ],
-        "C.20 - Stairs": [
-          "C.20.11 - Stair Construction"
-        ],
-        "C.30 - Interior Finishes": [
-          "C.30.11 - Wall Finishes",
-          "C.30.21 - Floor Finishes",
-          "C.30.27 - Access Pedastal Flooring",
-          "C.30.32 - Ceiling Finishes",
-          "C.30.34 - Independent Pendant Lighting"
-        ]
-      },
-      "D - Services": {
-        "D.10 - Conveying": [
-          "D.10.14 - Elevators & Lifts"
-        ],
-        "D.20 - Plumbing": [
-          "D.20.21 - Domestic Water Distribution - Cold Water",
-          "D.20.22 - Domestic Water Distribution - Hot Water",
-          "D.20.31 - Sanitary Waste",
-          "D.20.51 - Chilled Water Distribution",
-          "D.20.61 - Steam Distribution"
-        ],
-        "D.30 - HVAC": [
-          "D.30.31 - Cooling Generating Systems - Chilled Water",
-          "D.30.32 - Cooling Generating Systems - Direct Expansion",
-          "D.30.41 - Air Distribution Systems",
-          "D.30.52 - Terminal & Package Units",
-          "D.30.67 - Controls and Instrumentation"
-        ],
-        "D.40 - Fire Protection": [
-          "D.40.11 - Sprinklers"
-        ],
-        "D.50 - Electrical": [
-          "D.50.11 - Electrical Service & Distribution - High Tension",
-          "D.50.12 - Electrical Service & Distribution - Low Tension",
-          "D.50.92 - Other Electrical Systems"
-        ]
-      },
-      "E - Equipments and furnishings": {
-        "E.20 - Furnishings": [
-          "E.20.22 - Movable Furnishings"
-        ]
-      },
-      "F - Special Construction & Demolition": {
-        "F.10 - Special Construction": [
-          "F.10.12 - Special Structures"
-        ]
-      }
-    },
-    "DecisionVariables": {
-      "Cost": "Repair costs include consideration of all necessary construction activities to return the damaged components to their pre-earthquake condition. Repair actions assume repair or replacement \u201cin-kind,\u201d and do not include work associated with bringing a non-conforming installation or structure into compliance with newer criteria. Repair costs are based on the repair measures outlined for each damage state, and include all the steps a contractor would implement to conduct a repair including: Removal or protection of contents adjacent to the damaged area; Shoring of the surrounding structure (if necessary); Protection of the surrounding area (e.g., from dust and noise) with a temporary enclosure ; Removal of architectural and mechanical, electrical, and plumbing systems, as necessary, to obtain access for the repair; Procurement of new materials and transport to the site ; Conduct of the repair work ; Replacement of architectural and mechanical, electrical, and plumbing systems, as necessary ; Clean-up and replacement of contents.\nConsequence functions for repair costs provided with the methodology were developed based on construction cost estimates computed for a reference location in the United States (Northern California) at a reference time (2011), neglecting uncertainty in contractor pricing strategies or construction cost escalation. Repair cost consequences include consideration of economies of scale and efficiencies in construction operations. When a large quantity of the same type of work is necessary, contractor mobilization, demobilization, and overhead costs can be spread over a larger volume of work, resulting in reduced unit rates. At each point along the consequence function, there is a distribution of potential repair costs. The distribution (and dispersion) was derived from cost data representing 10th, 50th, and 90th percentile estimates of construction cost. Both lognormal and normal distributions were developed from available repair cost data, and the curve with the best fit was used in each case.",
-      "Time": "The actual time that a building will be unusable for beneficial re-occupancy following an earthquake is difficult to determine. To estimate repair time, each damage state includes a time-related consequence function that indicates the number of labor hours associated with the specified repair actions. A key parameter for developing repair time estimates is the number of workers assumed to occupy the building at the same time. The methodology uses a \u201cmaximum worker per square foot\u201d parameter that can be adjusted to account for whether or not the building is occupied during construction, as well as assumptions about the availability of contractor labor in the region.\nRepair time consequences also include consideration of economies of scale and efficiencies in construction operations. Since the detailed repair time estimate was derived from the repair cost data, the final repair time distribution and dispersion were based on the repair cost results. Repair cost dispersion are enriched by 0.25 to account for the additional uncertainty associated with estimating repair time for a given repair scenario.\nSerial repair strategies assume work occurs sequentially between floors. Parallel repair strategies assume work occurs on all floors simultaneously. Repair time estimates shall include consideration of both serial and parallel repair strategies. Neither strategy is likely to represent the actual schedule used to repair a particular building, but the two extremes are expected to represent a reasonable bound to the probable repair time.\nRepair time can be significantly affected by long lead times for procurement of critical equipment and components (e.g., HVAC equipment and elevators). Because lead times vary, and are case-specific, they are not explicitly provided as part of the methodology. If a damage requires replacement of a component that is associated with a long lead time, this is indicated in the consequence specification.",
-      "Carbon": "Captures contributions to climate change potential by greenhouse gas emissions converted to equivalent CO2.\nEnvironmental impacts are calculated directly from the repair cost estimates with the generalized EIO impact per dollar spent in each industrial sector, multiplied by the repair costs in each of these sectors. Thus, the level of precision parallels the level of precision in the repair cost estimate. The environmental impact of manufacturing building materials and products is considered. The impacts of other life cycle stages (transportation, construction, use, and end of life) are not included at this time due to limitations of the available data. Construction repair cost estimates are divided into industrial sectors including labor, material manufacturing, equipment rental and energy use. The evaluation assumes zero environmental impact of labor (as is common in LCA) and equipment rental (assuming impact of equipment distributed over many uses).\nThe range and uncertainty of environmental impacts are estimated to match the range and uncertainty in the repair costs. The dispersion in embodied carbon and embodied energy is assumed to be directly related to that for repair cost, and is computed for each of these impacts by enriching the dispersion from repair costs by 0.25.",
-      "Energy": "Captures primary energy used in material production and transportation.\nEnvironmental impacts are calculated directly from the repair cost estimates with the generalized EIO impact per dollar spent in each industrial sector, multiplied by the repair costs in each of these sectors. Thus, the level of precision parallels the level of precision in the repair cost estimate. The environmental impact of manufacturing building materials and products is considered. The impacts of other life cycle stages (transportation, construction, use, and end of life) are not included at this time due to limitations of the available data. Construction repair cost estimates are divided into industrial sectors including labor, material manufacturing, equipment rental and energy use. The evaluation assumes zero environmental impact of labor (as is common in LCA) and equipment rental (assuming impact of equipment distributed over many uses).\nThe range and uncertainty of environmental impacts are estimated to match the range and uncertainty in the repair costs. The dispersion in embodied carbon and embodied energy is assumed to be directly related to that for repair cost, and is computed for each of these impacts by enriching the dispersion from repair costs by 0.25."
-    }
-  },
-  "B.10.31.001": {
-    "Description": "Bolted shear tab gravity connections",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yielding of shear tab and elongation of bolt holes, possible crack initiation around bolt holes or at shear tab weld.  Damage in field is either obscured or deemed to not warrant repair.  No repair conducted.",
-        "RepairAction": "Careful inspection and welded repair to any cracks and possible replacement of shear tab if bolt hole deformations are excessive (possible for deeper 6-bolt or deeper shear tabs).  Field condition is deemed to not warrant repair by field observation.  This Damage State is Mutually Exclusive with DS2.  See fragility DS1 and DS2 probabilities."
-      },
-      "DS2": {
-        "Description": "Yielding of shear tab and elongation of bolt holes, possible crack initiation around bolt holes or at shear tab weld. ",
-        "RepairAction": "Careful inspection and welded repair to any cracks and possible replacement of shear tab if bolt hole deformations are excessive (possible for deeper 6-bolt or deeper shear tabs). "
-      },
-      "DS3": {
-        "Description": "Partial tearing of shear tab and possibility of bolt shear failure (6-bolt or deeper connections).",
-        "RepairAction": "Repairs will include either welded repair of shear tab or possible complete replacement of shear tab and installation of new bolts.  Repairs may require shoring of beam."
-      },
-      "DS4": {
-        "Description": "Complete separation of shear tab, close to complete loss of vertical load resistance. ",
-        "RepairAction": "Repair will include complete replacement of shear tab and installation of new bolts. Repairs will require shoring of beam."
-      }
-    }
-  },
-  "B.10.31.011a": {
-    "Description": "Steel Column Base Plates, Column W < 150 plf",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Initiation of crack at the fusion line between the column flange and the base plate weld.  Damage in field is either obscured or deemed to not warrant repair.  No repair conducted.",
-        "RepairAction": "The repair will involve removal of a portion of grade slab, gouging out material surrounding the fracture initiating and re-welding, then repair of slab. Field condition is deemed to not warrant repair by field observation.  This Damage State is Mutually Exclusive with DS2.  See fragility DS1 and DS2 probabilities."
-      },
-      "DS2": {
-        "Description": "Initiation of crack at the fusion line between the column flange and the base plate weld.",
-        "RepairAction": "The repair will involve removal of a portion of grade slab, gouging out material surrounding the fracture initiating and re-welding, then repair of slab. "
-      },
-      "DS3": {
-        "Description": "Propagation of brittle crack into column and/or base plate. ",
-        "RepairAction": "Depending on the crack trajectory, the repair will range from replacement of a portion of the column or base plate to full replacement of the column base. Replacement will require shoring of column, torch cutting to remove damaged material, and fabrication and field welding to install replacement material."
-      },
-      "DS4": {
-        "Description": "Complete fracture of the column (or column weld) and dislocation of column relative to the base.",
-        "RepairAction": "Repair would likely involve replacing the entire base plate assembly and most of the column in the story above the base plate."
-      }
-    }
-  },
-  "B.10.31.011b": {
-    "Description": "Steel Column Base Plates, Column 150 plf < W < 300 plf",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Initiation of crack at the fusion line between the column flange and the base plate weld.  Damage in field is either obscured or deemed to not warrant repair.  No repair conducted.",
-        "RepairAction": "The repair will involve removal of a portion of grade slab, gouging out material surrounding the fracture initiating and re-welding, then repair of slab. Field condition is deemed to not warrant repair by field observation.  This Damage State is Mutually Exclusive with DS2.  See fragility DS1 and DS2 probabilities."
-      },
-      "DS2": {
-        "Description": "Initiation of crack at the fusion line between the column flange and the base plate weld.",
-        "RepairAction": "The repair will involve removal of a portion of grade slab, gouging out material surrounding the fracture initiating and re-welding, then repair of slab. "
-      },
-      "DS3": {
-        "Description": "Propagation of brittle crack into column and/or base plate. ",
-        "RepairAction": "Depending on the crack trajectory, the repair will range from replacement of a portion of the column or base plate to full replacement of the column base. Replacement will require shoring of column, torch cutting to remove damaged material, and fabrication"
-      },
-      "DS4": {
-        "Description": "Complete fracture of the column (or column weld) and dislocation of column relative to the base.",
-        "RepairAction": "Repair would likely involve replacing the entire base plate assembly and most of the column in the story above the base plate. "
-      }
-    }
-  },
-  "B.10.31.011c": {
-    "Description": "Steel Column Base Plates, Column W > 300 plf",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Initiation of crack at the fusion line between the column flange and the base plate weld.  Damage in field is either obscured or deemed to not warrant repair.  No repair conducted.",
-        "RepairAction": "The repair will involve removal of a portion of grade slab, gouging out material surrounding the fracture initiating and re-welding, then repair of slab. Field condition is deemed to not warrant repair by field observation.  This Damage State is Mutually Exclusive with DS2.  See fragility DS1 and DS2 probabilities."
-      },
-      "DS2": {
-        "Description": "Initiation of crack at the fusion line between the column flange and the base plate weld.",
-        "RepairAction": "The repair will involve removal of a portion of grade slab, gouging out material surrounding the fracture initiating and re-welding, then repair of slab. "
-      },
-      "DS3": {
-        "Description": "Propagation of brittle crack into column and/or base plate. ",
-        "RepairAction": "Depending on the crack trajectory, the repair will range from replacement of a portion of the column or base plate to full replacement of the column base. Replacement will require shoring of column, torch cutting to remove damaged material, and fabrication"
-      },
-      "DS4": {
-        "Description": "Complete fracture of the column (or column weld) and dislocation of column relative to the base.",
-        "RepairAction": "Repair would likely involve replacing the entire base plate assembly and most of the column in the story above the base plate. "
-      }
-    }
-  },
-  "B.10.31.021a": {
-    "Description": "Welded column splices, Column W < 150 plf",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Fracture is not expected where weld has adequate toughness and the maximum weld root stress is below 1.5Fu from column P/A+M/S under story drift using A and S from weld root area.  \nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Ductile fracture of the groove weld flange splice.   Damage in field is either obscured or deemed to not warrant repair.  No repair conducted.",
-        "RepairAction": "Repair would involve gouging out the material adjacent to the fracture and repairing with a new groove weld.  Field condition is deemed to not warrant repair by field observation.  This Damage State is Mutually Exclusive with DS2.  See fragility DS1 and DS2 probabilities."
-      },
-      "DS2": {
-        "Description": "Ductile fracture of the groove weld flange splice. ",
-        "RepairAction": "Repair would involve gouging out the material adjacent to the fracture and repairing with a new groove weld. "
-      },
-      "DS3": {
-        "Description": "DS1 followed by complete failure of the web splice plate and dislocation of the two column segments on either side of the splice.  ",
-        "RepairAction": " Repair may not be practically feasible, but would require either realignment or replacement of adjacent column segments and rewelding of splice."
-      }
-    }
-  },
-  "B.10.31.021b": {
-    "Description": "Welded column splices, Column 150 plf < W < 300 plf",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Fracture is not expected where weld has adequate toughness and the maximum weld root stress is below 1.5Fu from column P/A+M/S under story drift using A and S from weld root area.  \nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Ductile fracture of the groove weld flange splice.   Damage in field is either obscured or deemed to not warrant repair.  No repair conducted.",
-        "RepairAction": "Repair would involve gouging out the material adjacent to the fracture and repairing with a new groove weld.  Field condition is deemed to not warrant repair by field observation.  This Damage State is Mutually Exclusive with DS2.  See fragility DS1 and DS2 probabilities."
-      },
-      "DS2": {
-        "Description": "Ductile fracture of the groove weld flange splice. ",
-        "RepairAction": "Repair would involve gouging out the material adjacent to the fracture and repairing with a new groove weld. "
-      },
-      "DS3": {
-        "Description": "DS1 followed by complete failure of the web splice plate and dislocation of the two column segments on either side of the splice.  ",
-        "RepairAction": " Repair may not be practically feasible, but would require either realignment or replacement of adjacent column segments and rewelding of splice."
-      }
-    }
-  },
-  "B.10.31.021c": {
-    "Description": "Welded column splices, Column W > 300 plf",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Fracture is not expected where weld has adequate toughness and the maximum weld root stress is below 1.5Fu from column P/A+M/S under story drift using A and S from weld root area.  \nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Ductile fracture of the groove weld flange splice.   Damage in field is either obscured or deemed to not warrant repair.  No repair conducted.",
-        "RepairAction": "Repair would involve gouging out the material adjacent to the fracture and repairing with a new groove weld.  Field condition is deemed to not warrant repair by field observation.  This Damage State is Mutually Exclusive with DS2.  See fragility DS1 and DS2 probabilities."
-      },
-      "DS2": {
-        "Description": "Ductile fracture of the groove weld flange splice. ",
-        "RepairAction": "Repair would involve gouging out the material adjacent to the fracture and repairing with a new groove weld. "
-      },
-      "DS3": {
-        "Description": "DS1 followed by complete failure of the web splice plate and dislocation of the two column segments on either side of the splice.  ",
-        "RepairAction": " Repair may not be practically feasible, but would require either realignment or replacement of adjacent column segments and rewelding of splice."
-      }
-    }
-  },
-  "B.10.33.001a": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.001b": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, Chevron Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.001c": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.002a": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.002b": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, Single Diagonal Brace, 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.002c": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.003a": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.003b": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, X Brace, 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.003c": {
-    "Description": "Special Concentric Braced Frame w WF braces, balanced design criteria, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.   ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.011a": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.011b": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, Chevron Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.011c": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.012a": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.012b": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.012c": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.013a": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.013b": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, X Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.013c": {
-    "Description": "Special Concentric Braced Frame w HSS braces, balanced design criteria, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas. ",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.021a": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.021b": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Chevron Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.021c": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.022a": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.022b": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.022c": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.023a": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.023b": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, X Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.023c": {
-    "Description": "Special Concentric Braced Frame w HSS braces, tapered gusset plates & design to AISC minimum standard, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  Tapered gusset plates typically sustain greater damage and there is a higher probability that replacement will be needed.  Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.031a": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.031b": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, Chevron Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.031c": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.032a": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.032b": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.032c": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.033a": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibly local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.033b": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, X Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibly local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.033c": {
-    "Description": "Special Concentric Braced Frame, design to AISC minimum standards, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Buckling of brace in excess of 2 times brace depth .  Yielding and out-of-plane deformation of gusset .  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture .  Significant yielding and local buckling in beams and columns adjacent to gusset .  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      },
-      "DS4": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibly local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and or gusset have fractured and require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.041a": {
-    "Description": "Special Concentric Braced Frame w double angle braces, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.041b": {
-    "Description": "Special Concentric Braced Frame w double angle braces, Chevron Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.041c": {
-    "Description": "Special Concentric Braced Frame w double angle braces, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.042a": {
-    "Description": "Special Concentric Braced Frame w double angle braces, Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.042b": {
-    "Description": "Special Concentric Braced Frame w double angle braces, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.042c": {
-    "Description": "Special Concentric Braced Frame w double angle braces, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.043a": {
-    "Description": "Special Concentric Braced Frame w double angle braces, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.043b": {
-    "Description": "Special Concentric Braced Frame w double angle braces, X Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.043c": {
-    "Description": "Special Concentric Braced Frame w double angle braces, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC minimum SCBF criteria.   Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual buckling of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.051a": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-      },
-      "DS3": {
-        "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-      }
-    }
-  },
-  "B.10.33.051b": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, Chevron Brace, Brace w, 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-      },
-      "DS3": {
-        "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-      }
-    }
-  },
-  "B.10.33.051c": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-      },
-      "DS3": {
-        "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-      }
-    }
-  },
-  "B.10.33.052a": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-      },
-      "DS3": {
-        "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-      }
-    }
-  },
-  "B.10.33.052b": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, Single Diagonal Brace, Brace w, 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-      },
-      "DS3": {
-        "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-      }
-    }
-  },
-  "B.10.33.052c": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-      },
-      "DS3": {
-        "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-      }
-    }
-  },
-  "B.10.33.053a": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-      },
-      "DS3": {
-        "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-      }
-    }
-  },
-  "B.10.33.053b": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, X Brace, Brace w, 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-      },
-      "DS3": {
-        "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-      }
-    }
-  },
-  "B.10.33.053c": {
-    "Description": "Ordinary Concentric Braced Frame w compact braces, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of the brace has begun but does not exceed the depth of the brace.  Initial yielding of the gusset has begun.  Yielding has initiated in framing at gusset plates but no buckling has occurred.  Residual deformation of the brace has occurred but is barely noticeable to the naked eye and does not exceed half the brace depth.  Residual drift is slight.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Brace has buckled but residual displacement does not exceed two times brace depth.  Brace has not fractured.  Gusset plate exhibits extensive yielding.  Yielding extends well into the members.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 50% of the time.  Heat straightening of deformed beams and columns may be required."
-      },
-      "DS3": {
-        "Description": "Brace has fractured.  Gusset plate has torn, possibly completely free of framing.  Local buckling of flanges and web of framing members.  Bolt fractures in beam-column connections.",
-        "RepairAction": "Replace brace.  Gusset plate must be replaced 90% of the time.  Replacement of portions (deformed flanges, webs) of permanently deformed beams and columns likely required."
-      }
-    }
-  },
-  "B.10.33.061a": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.061b": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Chevron Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.061c": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.062a": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.062b": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Single Diagonal Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.062c": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.063a": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.063b": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, X Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.063c": {
-    "Description": "Ordinary Concentric Braced Frame, braces design to ductile slenderness limits, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to AISC OCBF criteria.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Buckling of brace in excess of the brace depth.  Initiation of yielding and out-of-plane deformation of the gusset.  Initiation of cracking of welds of gusset.  Initiation of yielding in beams and columns adjacent to gusset.",
-        "RepairAction": "Brace damage is largely aesthetic.  Heat straightening may be desirable but replacement would be for aesthetic reasons.  Gusset has minor loss of strength and stiffness and straightening or repair may be desirable aesthetic reasons."
-      },
-      "DS2": {
-        "Description": "Buckling of brace in excess of 2 time brace depth.  Yielding and out-of-plane deformation of gusset.  Cracking and tearing of welds and gussets adjacent to welds but crack length is less than critical for fracture.  Significant yielding and local buckling in beams and columns adjacent to gusset.  ",
-        "RepairAction": "Brace has lost significant axial capacity, and replacement of braces is likely required.  The gusset plate may have significant deformation and replacement may also be needed. Local beam and column yielding has occurred and straightening may be desirable for aesthetic reasons."
-      },
-      "DS3": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Nearly total loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed"
-      }
-    }
-  },
-  "B.10.33.071a": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, Chevron Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.33.071b": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, Chevron Brace, 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.33.071c": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, Chevron Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.33.072a": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, Single Diagonal Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.33.072b": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, Single Diagonal Brace,  41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.33.072c": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, Single Diagonal Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.33.073a": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, X Brace, Brace w < 40 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.33.073b": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, X Brace, Brace 41 PLF < w < 99 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.33.073c": {
-    "Description": "Braced frame, design for factored loads, no additional seismic detailing, X Brace, Brace w > 100 PLF",
-    "Comments": "Costing on a per bay basis, equivalent to current AISC R=3.  Braces may be HSS, WF, or Angle.  Costing does not include fireproofing removal or reapplication cost.\nNotes: Performance data has 1 damage state where as the cost data has 3 damage states.  The performance data listed in DS1 appears to correspond to the cost data currently shown in DS3\u2026  Please confirm if two additional damage state performances should be added or if only one cost damage state should be included.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Substantial loss of lateral resistance.  ",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement.  Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing.  If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.33.101a": {
-    "Description": "Steel Buckling Restrained Brace (BRB), Chevron Brace, Weight of brace < 40 plf.",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Severe loss of lateral resistance.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.33.101b": {
-    "Description": "Steel Buckling Restrained Brace (BRB), Chevron brace, Weight of brace > 41 plf and < 99 plf.",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Severe loss of lateral resistance.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.33.101c": {
-    "Description": "Steel Buckling Restrained Brace (BRB), Chevron Brace, Weight of brace > 100 plf.",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Severe loss of lateral resistance.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.33.111a": {
-    "Description": "Steel Buckling Restrained Brace (BRB), Single Diagonal Brace, Weight of brace < 40 plf.",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Severe loss of lateral resistance.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.33.111b": {
-    "Description": "Steel Buckling Restrained Brace (BRB), Single Diagonal brace, Weight of brace > 41 plf and < 99 plf.",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Severe loss of lateral resistance.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.33.111c": {
-    "Description": "Steel Buckling Restrained Brace (BRB), Single Diagonal Brace, Weight of brace > 100 plf.",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of brace or gusset.  Buckling of gusset.  Severe yielding of beams and columns adjacent to the gusset with possibility of local buckling and cracking in the yielded areas.  Severe loss of lateral resistance.",
-        "RepairAction": "Brace and gusset are severely damaged with significant loss in stiffness and resistance, and both likely require replacement. Yielding and local buckling of beams and columns may be repaired by heat straightening, stiffeners or reinforcement, if there is no cracking or tearing. If cracking or tearing has initiated more substantial repair is needed."
-      }
-    }
-  },
-  "B.10.35.001": {
-    "Description": "Post-Northridge RBS connection with welded web, beam one side of column only, beam depth <= W27",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local beam flange and web buckling. ",
-        "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-      },
-      "DS2": {
-        "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-      },
-      "DS3": {
-        "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-      }
-    }
-  },
-  "B.10.35.002": {
-    "Description": "Post-Northridge RBS connection with welded web, beam one side of column only, beam depth >= W30",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local beam flange and web buckling. ",
-        "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-      },
-      "DS2": {
-        "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-      },
-      "DS3": {
-        "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-      }
-    }
-  },
-  "B.10.35.011": {
-    "Description": "Post-Northridge RBS connection with welded web, beams both sides of column, beam depth <= W27",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local beam flange and web buckling. ",
-        "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-      },
-      "DS2": {
-        "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-      },
-      "DS3": {
-        "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-      }
-    }
-  },
-  "B.10.35.012": {
-    "Description": "Post-Northridge RBS connection with welded web, beams both sides of column, beam depth >= W30",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local beam flange and web buckling. ",
-        "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-      },
-      "DS2": {
-        "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-      },
-      "DS3": {
-        "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-      }
-    }
-  },
-  "B.10.35.021": {
-    "Description": "Post-Northridge welded steel moment connection other than RBS, beam one side, beam depth <= W27",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local beam flange and web buckling. ",
-        "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-      },
-      "DS2": {
-        "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-      },
-      "DS3": {
-        "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-      }
-    }
-  },
-  "B.10.35.022": {
-    "Description": "Post-Northridge welded steel moment connection other than RBS, beam one side, beam depth >= W30",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local beam flange and web buckling. ",
-        "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-      },
-      "DS2": {
-        "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-      },
-      "DS3": {
-        "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-      }
-    }
-  },
-  "B.10.35.031": {
-    "Description": "Post-Northridge welded steel moment connection other than RBS, beams both sides, beam depth <= W27",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local beam flange and web buckling. ",
-        "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-      },
-      "DS2": {
-        "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-      },
-      "DS3": {
-        "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-      }
-    }
-  },
-  "B.10.35.032": {
-    "Description": "Post-Northridge welded steel moment connection other than RBS, beams both sides, beam depth >= W30",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local beam flange and web buckling. ",
-        "RepairAction": "The likely repair state is heat straightening of the buckled flanges and web.  Repair and replace partitions at connection."
-      },
-      "DS2": {
-        "Description": "DS1 plus lateral-torsional distortion of beam in hinge region. ",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and or fractured portion of beam.   Repair and replace partitions at connection."
-      },
-      "DS3": {
-        "Description": "Low-cycle fatigue fracture in buckled region of RBS.",
-        "RepairAction": "Repair will necessitate removal and replacement of distorted and/or fractured portion of beam.  Repair and replace partitions at connection."
-      }
-    }
-  },
-  "B.10.35.041": {
-    "Description": "Pre-Northridge WUF-B beam-column joint, beam one side of column, beam depth <= W27",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of lower beam flange weld and failure of web bolts (shear tab connection), with fractures confined to the weld region. ",
-        "RepairAction": "Repair will typically require gouging out and re-welding of the beam flange weld, repair of shear tab, and replacing shear bolts.  Repair and replace partitions at connection."
-      },
-      "DS2": {
-        "Description": "Similar to DS1, except that fracture propagates into column flanges.",
-        "RepairAction": "In addition to column measures for DS1, repairs to column will be necessary.  Cover plate, patch, or replace damaged column flange at connection."
-      },
-      "DS3": {
-        "Description": "Fracture of upper beam flange weld, without DS1 type damage.  Fracture is confined to beam flange region. ",
-        "RepairAction": "Repairs will be similar to those required for DS1, except that access to weld will likely require removal and replacement of a portion of the floor slab above the weld."
-      },
-      "DS4": {
-        "Description": "Similar to DS3, except that fracture propagates into column flanges.",
-        "RepairAction": "In addition to column measures for DS3, repairs to column will be necessary that will involve replacing a portion of the column flange."
-      },
-      "DS5": {
-        "Description": "Fracture initiating at weld access hole and propagating through beam flange, possibly accompanied by local buckling deformations of web and flange. ",
-        "RepairAction": "Repair is similar to that for DS1 except that a portion of the beam web and flange may need to be heat straightened or replaced."
-      }
-    }
-  },
-  "B.10.35.042": {
-    "Description": "Pre-Northridge WUF-B beam-column joint, beam one side of column, beam depth >= W30",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of lower beam flange weld and failure of web bolts (shear tab connection), with fractures confined to the weld region. ",
-        "RepairAction": "Repair will typically require gouging out and re-welding of the beam flange weld, repair of shear tab, and replacing shear bolts.  Repair and replace partitions at connection."
-      },
-      "DS2": {
-        "Description": "Similar to DS1, except that fracture propagates into column flanges.",
-        "RepairAction": "In addition to column measures for DS1, repairs to column will be necessary.  Cover plate, patch, or replace damaged column flange at connection."
-      },
-      "DS3": {
-        "Description": "Fracture of upper beam flange weld, without DS1 type damage.  Fracture is confined to beam flange region. ",
-        "RepairAction": "Repairs will be similar to those required for DS1, except that access to weld will likely require removal and replacement of a portion of the floor slab above the weld."
-      },
-      "DS4": {
-        "Description": "Similar to DS3, except that fracture propagates into column flanges.",
-        "RepairAction": "In addition to column measures for DS3, repairs to column will be necessary that will involve replacing a portion of the column flange."
-      },
-      "DS5": {
-        "Description": "Fracture initiating at weld access hole and propagating through beam flange, possibly accompanied by local buckling deformations of web and flange. ",
-        "RepairAction": "Repair is similar to that for DS1 except that a portion of the beam web and flange may need to be heat straightened or replaced."
-      }
-    }
-  },
-  "B.10.35.051": {
-    "Description": "Pre-Northridge WUF-B beam-column joint, beam both sides of column, beam depth <= W27",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of lower beam flange weld and failure of web bolts (shear tab connection), with fractures confined to the weld region. ",
-        "RepairAction": "Repair will typically require gouging out and re-welding of the beam flange weld, repair of shear tab, and replacing shear bolts.  Repair and replace partitions at connection."
-      },
-      "DS2": {
-        "Description": "Similar to DS1, except that fracture propagates into column flanges.",
-        "RepairAction": "In addition to column measures for DS1, repairs to column will be necessary.  Cover plate, patch, or replace damaged column flange at connection."
-      },
-      "DS3": {
-        "Description": "Fracture of upper beam flange weld, without DS1 type damage.  Fracture is confined to beam flange region. ",
-        "RepairAction": "Repairs will be similar to those required for DS1, except that access to weld will likely require removal and replacement of a portion of the floor slab above the weld."
-      },
-      "DS4": {
-        "Description": "Similar to DS3, except that fracture propagates into column flanges.",
-        "RepairAction": "In addition to column measures for DS3, repairs to column will be necessary that will involve replacing a portion of the column flange."
-      },
-      "DS5": {
-        "Description": "Fracture initiating at weld access hole and propagating through beam flange, possibly accompanied by local buckling deformations of web and flange. ",
-        "RepairAction": "Repair is similar to that for DS1 except that a portion of the beam web and flange may need to be heat straightened or replaced."
-      }
-    }
-  },
-  "B.10.35.052": {
-    "Description": "Pre-Northridge WUF-B beam-column joint, beam both sides of column, beam depth >= W30",
-    "Comments": "Costing is on a per bay basis.  Costing does not include fireproofing removal or reapplication cost.\nAuthor: Greg Deierlein",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Fracture of lower beam flange weld and failure of web bolts (shear tab connection), with fractures confined to the weld region. ",
-        "RepairAction": "Repair will typically require gouging out and re-welding of the beam flange weld, repair of shear tab, and replacing shear bolts.  Repair and replace partitions at connection."
-      },
-      "DS2": {
-        "Description": "Similar to DS1, except that fracture propagates into column flanges.",
-        "RepairAction": "In addition to column measures for DS1, repairs to column will be necessary.  Cover plate, patch, or replace damaged column flange at connection."
-      },
-      "DS3": {
-        "Description": "Fracture of upper beam flange weld, without DS1 type damage.  Fracture is confined to beam flange region. ",
-        "RepairAction": "Repairs will be similar to those required for DS1, except that access to weld will likely require removal and replacement of a portion of the floor slab above the weld."
-      },
-      "DS4": {
-        "Description": "Similar to DS3, except that fracture propagates into column flanges.",
-        "RepairAction": "In addition to column measures for DS3, repairs to column will be necessary that will involve replacing a portion of the column flange."
-      },
-      "DS5": {
-        "Description": "Fracture initiating at weld access hole and propagating through beam flange, possibly accompanied by local buckling deformations of web and flange. ",
-        "RepairAction": "Repair is similar to that for DS1 except that a portion of the beam web and flange may need to be heat straightened or replaced."
-      }
-    }
-  },
-  "B.10.35.061a": {
-    "Description": "EBF Shear Link, no floor beams, link w < 100 PLF",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damage to concrete slab above the link beam.",
-        "RepairAction": "Replace concrete slab and finishes in 400 SF at EBF link."
-      },
-      "DS2": {
-        "Description": "Web local buckling, flange local buckling.",
-        "RepairAction": "Heat straightening of buckled elements."
-      },
-      "DS3": {
-        "Description": "Initiation of fracture in the link beam and link flange.",
-        "RepairAction": "Replace EBF link."
-      }
-    }
-  },
-  "B.10.35.061b": {
-    "Description": "EBF Shear Link, no floor beams, link w < 200 PLF",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damage to concrete slab above the link beam.",
-        "RepairAction": "Replace concrete slab and finishes in 400 SF at EBF link."
-      },
-      "DS2": {
-        "Description": "Web local buckling, flange local buckling.",
-        "RepairAction": "Heat straightening of buckled elements."
-      },
-      "DS3": {
-        "Description": "Initiation of fracture in the link beam and link flange.",
-        "RepairAction": "Replace EBF link."
-      }
-    }
-  },
-  "B.10.35.062a": {
-    "Description": "EBF Shear Link, with floor beams, link w < 100 PLF",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damage to concrete slab above the link beam.",
-        "RepairAction": "Replace concrete slab and finishes in 400 SF at EBF link."
-      },
-      "DS2": {
-        "Description": "Web local buckling, flange local buckling.",
-        "RepairAction": "Heat straightening of buckled elements."
-      },
-      "DS3": {
-        "Description": "Initiation of fracture in the link beam and link flange.",
-        "RepairAction": "Replace EBF link."
-      }
-    }
-  },
-  "B.10.35.062b": {
-    "Description": "EBF Shear Link, with floor beams, link w < 200 PLF",
-    "Comments": "Costing is on a per connection basis.  Costing does not include fireproofing removal or reapplication cost.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damage to concrete slab above the link beam.",
-        "RepairAction": "Replace concrete slab and finishes in 400 SF at EBF link."
-      },
-      "DS2": {
-        "Description": "Web local buckling, flange local buckling.",
-        "RepairAction": "Heat straightening of buckled elements."
-      },
-      "DS3": {
-        "Description": "Initiation of fracture in the link beam and link flange.",
-        "RepairAction": "Replace EBF link."
-      }
-    }
-  },
-  "B.10.41.001a": {
-    "Description": "ACI 318 SMF , Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "ACI318 Concrete SMF, ductile response.  Meets the requirements of ACI318 SMF.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.001b": {
-    "Description": "ACI 318 SMF , Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "ACI318 Concrete SMF, ductile response.  Meets the requirements of ACI318 SMF.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.002a": {
-    "Description": "ACI 318 SMF , Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "ACI318 Concrete SMF, ductile response.  Meets the requirements of ACI318 SMF.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.002b": {
-    "Description": "ACI 318 SMF , Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "ACI318 Concrete SMF, ductile response.  Meets the requirements of ACI318 SMF.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.003a": {
-    "Description": "ACI 318 SMF , Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "ACI318 Concrete SMF, ductile response.  Meets the requirements of ACI318 SMF.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.003b": {
-    "Description": "ACI 318 SMF , Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "ACI318 Concrete SMF, ductile response.  Meets the requirements of ACI318 SMF.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.011a": {
-    "Description": "MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "Non-conforming SMF, joint shear damage, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.011b": {
-    "Description": "MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "Non-conforming SMF, joint shear damage, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.012a": {
-    "Description": "MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "Non-conforming SMF, joint shear damage, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.012b": {
-    "Description": "MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "Non-conforming SMF, joint shear damage, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.013a": {
-    "Description": "MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "Non-conforming SMF, joint shear damage, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.013b": {
-    "Description": "MF with SMF-conforming beam and column flexural and confinement reinforcement but weak joints , Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "Non-conforming SMF, joint shear damage, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) Column Pu < 0.6f'cAg, (3) Column flexural response with HIGH ductility, (4) Beam compliant transverse reinforcing with low beam V/bwd(f'c)^0.5, (5) Joints with compliant transverse reinforcing details with spacing < d(column)/2 and Joint V/Vn < 1.2.  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.021a": {
-    "Description": "ACI 318 IMF, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response.  Meets the following requirements: (1) Column Pu < 0.3Agf'c  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.021b": {
-    "Description": "ACI 318 IMF, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response.  Meets the following requirements: (1) Column Pu < 0.3Agf'c  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.022a": {
-    "Description": "ACI 318 IMF, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response.  Meets the following requirements: (1) Column Pu < 0.3Agf'c  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.022b": {
-    "Description": "ACI 318 IMF, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response.  Meets the following requirements: (1) Column Pu < 0.3Agf'c  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.023a": {
-    "Description": "ACI 318 IMF, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response.  Meets the following requirements: (1) Column Pu < 0.3Agf'c  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.023b": {
-    "Description": "ACI 318 IMF, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "ACI318 IMF, joint shear damage or failure, beam or column flexure-shear response.  Meets the following requirements: (1) Column Pu < 0.3Agf'c  Costing is on a per joint basis.\nNotes: Note: DS4 is a copy of DS2 to create a mutually exclusive compliment to DS3.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS4": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a min one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.   Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary)."
-      }
-    }
-  },
-  "B.10.41.031a": {
-    "Description": "ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.031b": {
-    "Description": "ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.032a": {
-    "Description": "ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of damaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.032b": {
-    "Description": "ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.033a": {
-    "Description": "ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.033b": {
-    "Description": "ACI 318 OMF with weak joints and beam flexural response, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a min one level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary)."
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement. Crushing of core concrete may occur. Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.041a": {
-    "Description": "ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly Residual concrete crack widths exceed 0.06  in. (1.5 mm).  Column exhibit residual crack widths that require epoxy injection.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Concrete Spalling: slabs, beams, joints or possibly columns exhibit spalling of cover concrete that exposes transverse but not longitudinal reinforcing steel.  Spalling of cover concrete possibly exposing transverse reinforcement.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement OR strength loss initiates in laboratory testing. exhibit concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.041b": {
-    "Description": "ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly Residual concrete crack widths exceed 0.06  in. (1.5 mm).  Column exhibit residual crack widths that require epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Concrete Spalling: slabs, beams, joints or possibly columns exhibit spalling of cover concrete that exposes transverse but not longitudinal reinforcing steel.  Spalling of cover concrete possibly exposing transverse reinforcement.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement OR strength loss initiates in laboratory testing. exhibit concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.042a": {
-    "Description": "ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly Residual concrete crack widths exceed 0.06 in. (1.5 mm).  Column exhibit residual crack widths that require epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Concrete Spalling: slabs, beams, joints or possibly columns exhibit spalling of cover concrete that exposes transverse but not longitudinal reinforcing steel. Spalling of cover concrete possibly exposing transverse reinforcement.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement OR strength loss initiates in laboratory testing. exhibit concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.042b": {
-    "Description": "ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly Residual concrete crack widths exceed 0.06 in. (1.5 mm).  Column exhibit residual crack widths that require epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Concrete Spalling: slabs, beams, joints or possibly columns exhibit spalling of cover concrete that exposes transverse but not longitudinal reinforcing steel. Spalling of cover concrete possibly exposing transverse reinforcement.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement OR strength loss initiates in laboratory testing. exhibit concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.043a": {
-    "Description": "ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly Residual concrete crack widths exceed 0.06 in. (1.5 mm).  Column exhibit residual crack widths that require epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Concrete Spalling: slabs, beams, joints or possibly columns exhibit spalling of cover concrete that exposes transverse but not longitudinal reinforcing steel.  Spalling of cover concrete possibly exposing transverse reinforcement.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement OR strength loss initiates in laboratory testing. exhibit concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.043b": {
-    "Description": "ACI 318 OMF with weak joints and column flexural response, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, joint shear failure, beam flexural response.  Meets the following requirements: (1) Sum Mcol / Sum Mbeam > 1.2, (2) Beam Vn > Veq, (3) Column Vn > Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly Residual concrete crack widths exceed 0.06 in. (1.5 mm).  Column exhibit residual crack widths that require epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Concrete Spalling: slabs, beams, joints or possibly columns exhibit spalling of cover concrete that exposes transverse but not longitudinal reinforcing steel.  Spalling of cover concrete possibly exposing transverse reinforcement.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement OR strength loss initiates in laboratory testing. exhibit concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.051a": {
-    "Description": "ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "ACI318 OMF, beam flexure-shear or shear failure, beam flexural response.  Meets the following requirements:  (1) Beam Vn < Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection.  Patch concrete with grout. Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary."
-      },
-      "DS2": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.051b": {
-    "Description": "ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "ACI318 OMF, beam flexure-shear or shear failure, beam flexural response.  Meets the following requirements:  (1) Beam Vn < Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.052a": {
-    "Description": "ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, beam flexure-shear or shear failure, beam flexural response.  Meets the following requirements:  (1) Beam Vn < Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.052b": {
-    "Description": "ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, beam flexure-shear or shear failure, beam flexural response.  Meets the following requirements:  (1) Beam Vn < Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove\ndamaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.053a": {
-    "Description": "ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, beam flexure-shear or shear failure, beam flexural response.  Meets the following requirements:  (1) Beam Vn < Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and\nplumbing systems (as necessary) 15 feet either side of\ndamaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove\ndamaged concrete at least 1 inch beyond the exposed\nreinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and\nrepair finishes. Replace furnishings, ceilings and mechanical,\nelectrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.053b": {
-    "Description": "ACI 318 OMF with weak beams and weak joints, beam flexural or shear response, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, beam flexure-shear or shear failure, beam flexural response.  Meets the following requirements:  (1) Beam Vn < Veq.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.061a": {
-    "Description": "ACI 318 OMF with weak columns, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "ACI318 OMF, column shear or flexural-shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu < 0.6Agf'c,  (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.061b": {
-    "Description": "ACI 318 OMF with weak columns, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "ACI318 OMF, column shear or flexural-shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu < 0.6Agf'c,  (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.062a": {
-    "Description": "ACI 318 OMF with weak columns, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, column shear or flexural-shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu < 0.6Agf'c,  (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.062b": {
-    "Description": "ACI 318 OMF with weak columns, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, column shear or flexural-shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu < 0.6Agf'c,  (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.063a": {
-    "Description": "ACI 318 OMF with weak columns, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, column shear or flexural-shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu < 0.6Agf'c,  (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.063b": {
-    "Description": "ACI 318 OMF with weak columns, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, column shear or flexural-shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu < 0.6Agf'c,  (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.071a": {
-    "Description": "ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load.  Column flexural-shear response.  Meets the following requirements:  (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq  Costing is on a per joint basis.\nNotes: This fragility has been changed to match B1041.121. ASCE6 is closest to column  high axial OMF.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).\nColumn exhibits residual crack widths that require epoxy injection.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.071b": {
-    "Description": "ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load.  Column flexural-shear response.  Meets the following requirements:  (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq  Costing is on a per joint basis.\nNotes: This fragility has been changed to match B1041.121. ASCE6 is closest to column  high axial OMF.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).\nColumn exhibits residual crack widths that require epoxy injection.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.072a": {
-    "Description": "ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load.  Column flexural-shear response.  Meets the following requirements:  (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq  Costing is on a per joint basis.\nNotes: This fragility has been changed to match B1041.121. ASCE6 is closest to column  high axial OMF.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).\nColumn exhibits residual crack widths that require epoxy injection.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.072b": {
-    "Description": "ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load.  Column flexural-shear response.  Meets the following requirements:  (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq  Costing is on a per joint basis.\nNotes: This fragility has been changed to match B1041.121. ASCE6 is closest to column  high axial OMF.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).\nColumn exhibits residual crack widths that require epoxy injection.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.073a": {
-    "Description": "ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load.  Column flexural-shear response.  Meets the following requirements:  (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq  Costing is on a per joint basis.\nNotes: This fragility has been changed to match B1041.121. ASCE6 is closest to column  high axial OMF.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).\nColumn exhibits residual crack widths that require epoxy injection.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.073b": {
-    "Description": "ACI 318 OMF weak columns w/ high axial load, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "ACI318 OMF, column flexure, flexural-shear, or shear failure at high axial load.  Column flexural-shear response.  Meets the following requirements:  (1) Column Pu > 0.6Agf'c, (2) Column Vn < Veq  Costing is on a per joint basis.\nNotes: This fragility has been changed to match B1041.121. ASCE6 is closest to column  high axial OMF.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).\nColumn exhibits residual crack widths that require epoxy injection.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.081a": {
-    "Description": "Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "Non-Conforming MF, joint shear failure, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) IGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement or column longitudinal reinforcement in the joint.  Crushing of beam or joint core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.081b": {
-    "Description": "Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "Non-Conforming MF, joint shear failure, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) IGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required). Remove damaged component. Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement or column longitudinal reinforcement in the joint.  Crushing of beam or joint core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.082a": {
-    "Description": "Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, joint shear failure, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) IGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement or column longitudinal reinforcement in the joint.  Crushing of beam or joint core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.082b": {
-    "Description": "Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, joint shear failure, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) IGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement or column longitudinal reinforcement in the joint.  Crushing of beam or joint core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.083a": {
-    "Description": "Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, joint shear failure, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) IGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel. Place concrete forms. Place concrete.\nRemove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement or column longitudinal reinforcement in the joint.  Crushing of beam or joint core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.083b": {
-    "Description": "Non-conforming MF with weak joints and beam flexural response, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, joint shear failure, beam flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam > 1.2, (2) ASCE41 non-compliant joint transverse reinforcing and or joint V/Vn > 1.2, (3) IGH beam ductility per ASCE41-06 Table 6-7i, (4) Compliant beam transverse reinforcing with LOW beam V / bwd(f'c)^0.5.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in. Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement. No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area. Shore damaged member(s) a minimum of\none level below (more levels may be required). Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel. Place concrete forms. Place concrete. Remove forms. Remove shores after one week. Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams or joints exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes a significant length of beam longitudinal reinforcement or column longitudinal reinforcement in the joint.  Crushing of beam or joint core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.091a": {
-    "Description": "Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "Non-Conforming MF, joint shear failure, column flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD\u2026], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2  Costing is on a per joint basis.\nNotes: This fragility is same as B1041.061. Closest match available.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.091b": {
-    "Description": "Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "Non-Conforming MF, joint shear failure, column flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD\u2026], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2  Costing is on a per joint basis.\nNotes: This fragility is same as B1041.061. Closest match available.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.092a": {
-    "Description": "Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, joint shear failure, column flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD\u2026], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2  Costing is on a per joint basis.\nNotes: This fragility is same as B1041.061. Closest match available.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.092b": {
-    "Description": "Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, joint shear failure, column flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD\u2026], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2  Costing is on a per joint basis.\nNotes: This fragility is same as B1041.061. Closest match available.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.093a": {
-    "Description": "Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, joint shear failure, column flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD\u2026], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2  Costing is on a per joint basis.\nNotes: This fragility is same as B1041.061. Closest match available.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.093b": {
-    "Description": "Non-conforming MF with weak joints and column flexural response, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, joint shear failure, column flexural response.  Meets the following requirements:  (1) Sum Mcol / Sum Mbeam < 0.8, (2) [...TBD\u2026], (3) Non-compliant column transverse reinforcement and or joint V/Vn > 1.2  Costing is on a per joint basis.\nNotes: This fragility is same as B1041.061. Closest match available.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinf. ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in. Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.101a": {
-    "Description": "Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "Non-Conforming MF, beam shear failure, beam flexural response.  Meets the following requirements:  (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.101b": {
-    "Description": "Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "Non-Conforming MF, beam shear failure, beam flexural response.  Meets the following requirements:  (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.102a": {
-    "Description": "Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, beam shear failure, beam flexural response.  Meets the following requirements:  (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.102b": {
-    "Description": "Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, beam shear failure, beam flexural response.  Meets the following requirements:  (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.103a": {
-    "Description": "Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, beam shear failure, beam flexural response.  Meets the following requirements:  (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.103b": {
-    "Description": "Non-conforming MF, weak beams and strong joints, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, beam shear failure, beam flexural response.  Meets the following requirements:  (1) Beam with HIGH V/bwd(f'c)^0.5 or non-compliant transverse beam reinforcing.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes beam and joint transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Beams exhibit residual crack widths > 0.06 in.  Spalling of beam cover concrete exposes a significant length of beam longitudinal reinforcement.  Crushing of beam core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.111a": {
-    "Description": "Non-conforming MF, weak columns, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "Non-Conforming MF, column flexure-shear or shear failure, column flexural response.  Meets the following requirements:  (1) [\u2026TBD\u2026]   Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.111b": {
-    "Description": "Non-conforming MF, weak columns, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "Non-Conforming MF, column flexure-shear or shear failure, column flexural response.  Meets the following requirements:  (1) [\u2026TBD\u2026]   Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.112a": {
-    "Description": "Non-conforming MF, weak columns, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, column flexure-shear or shear failure, column flexural response.  Meets the following requirements:  (1) [\u2026TBD\u2026]   Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.112b": {
-    "Description": "Non-conforming MF, weak columns, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, column flexure-shear or shear failure, column flexural response.  Meets the following requirements:  (1) [\u2026TBD\u2026]   Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.113a": {
-    "Description": "Non-conforming MF, weak columns, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, column flexure-shear or shear failure, column flexural response.  Meets the following requirements:  (1) [\u2026TBD\u2026]   Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.113b": {
-    "Description": "Non-conforming MF, weak columns, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, column flexure-shear or shear failure, column flexural response.  Meets the following requirements:  (1) [\u2026TBD\u2026]   Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of cover concrete exposes column transverse reinforcement but not longitudinal reinforcement.  No fracture or buckling of reinforcing.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged area.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged concrete at least 1 inch beyond the exposed reinforcing steel.  Place concrete forms.  Place concrete. Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      },
-      "DS3": {
-        "Description": "Columns exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinforcing requiring replacement may occur.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component. Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.121a": {
-    "Description": "Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).  Column exhibits residual crack widths that require epoxy injection.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.121b": {
-    "Description": "Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).  Column exhibits residual crack widths that require epoxy injection.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.122a": {
-    "Description": "Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).  Column exhibits residual crack widths that require epoxy injection.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.122b": {
-    "Description": "Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).  Column exhibits residual crack widths that require epoxy injection.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.123a": {
-    "Description": "Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).  Column exhibits residual crack widths that require epoxy injection.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.123b": {
-    "Description": "Non-conforming MF, weak columns and strong joints, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, column flexure, flexure-shear, or shear failure, column flexural response.  Meets the following requirements:  (1) Column Pu > 0.6f'cAg, (2) Column Vn < Veq  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Concrete Cracking: beams, joints or possibly. Residual concrete crack widths exceed 0.06in. (1.5 mm).  Column exhibits residual crack widths that require epoxy injection.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Concrete Crushing: slabs, beams or joints. Spalling of beam, column or joint cover concrete exposes longitudinal reinforcement or strength loss initiates in laboratory testing.\nExhibits concrete spalling that exposes longitudinal steel or crushing of core concrete.\n",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.131a": {
-    "Description": "Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24\" x 24\", Beam one side",
-    "Comments": "Non-Conforming MF, non-ductile failure, non-ductile response.  May exhibit the following:  (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.  ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.  ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.131b": {
-    "Description": "Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24\" x 24\", Beam both sides",
-    "Comments": "Non-Conforming MF, non-ductile failure, non-ductile response.  May exhibit the following:  (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.  ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.  ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.132a": {
-    "Description": "Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, non-ductile failure, non-ductile response.  May exhibit the following:  (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.  ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.  ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.132b": {
-    "Description": "Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 24\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, non-ductile failure, non-ductile response.  May exhibit the following:  (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.  ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.  ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.133a": {
-    "Description": "Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 36\" x 36\", Beam one side",
-    "Comments": "Non-Conforming MF, non-ductile failure, non-ductile response.  May exhibit the following:  (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.  ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.  ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.41.133b": {
-    "Description": "Non-conforming MF with inadequate development of reinforcing, Conc Col & Bm = 36\" x 36\", Beam both sides",
-    "Comments": "Non-Conforming MF, non-ductile failure, non-ductile response.  May exhibit the following:  (1) Splice detailing or length inadequate per ASCE 41-06 Table 6-7iii, (2) Beam or column reinforcing spliced at the face of joint, (3) Beam longitudinal steel discontinuous through joint per ASCE41-06 Table 6-7iii.  Costing is on a per joint basis.\nAuthor: Laura Lowes",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  No significant spalling.  No fracture or buckling of reinforcing.  ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 8 feet either side of damaged area.  Clean area adjacent to the damaged concrete.  Prepare spalled concrete and adjacent cracks, as necessary, to be patched and to receive the epoxy injection. Patch concrete with grout.  Replace and repair finishes. Replace furnishings, ceilings and mechanical, electrical and plumbing systems as necessary.\n"
-      },
-      "DS2": {
-        "Description": "Damage is concentrated in beams, columns or joints depending on location of non-compliant detail.  Beams, columns or joints exhibit residual crack widths > 0.06 in.  Spalling of column cover concrete exposes a significant length of column longitudinal reinforcement.  Crushing of column core concrete may occur.  Fracture or buckling of reinf. requiring replacement may occur.  ",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary) 15 feet either side of damaged component.  Shore damaged member(s) a minimum of one level below (more levels may be required).  Remove damaged component.  Place and splice (as necessary) new reinforcing steel to existing, undamaged reinforcing.  Place concrete forms.  Place concrete.  Remove forms.  Remove shores after one week.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumbing systems (as necessary).\n"
-      }
-    }
-  },
-  "B.10.42.001a": {
-    "Description": "Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam < 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-        "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-      },
-      "DS2": {
-        "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-        "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-      },
-      "DS3": {
-        "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-        "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-      }
-    }
-  },
-  "B.10.42.001b": {
-    "Description": "Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam < 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-        "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-      },
-      "DS2": {
-        "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-        "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-      },
-      "DS3": {
-        "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-        "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-      }
-    }
-  },
-  "B.10.42.002a": {
-    "Description": "Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam < 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-        "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-      },
-      "DS2": {
-        "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-        "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-      },
-      "DS3": {
-        "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-        "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-      }
-    }
-  },
-  "B.10.42.002b": {
-    "Description": "Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam < 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-        "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-      },
-      "DS2": {
-        "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-        "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-      },
-      "DS3": {
-        "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-        "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-      }
-    }
-  },
-  "B.10.42.011a": {
-    "Description": "Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam > 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-        "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-      },
-      "DS2": {
-        "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-        "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-      },
-      "DS3": {
-        "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-        "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-      }
-    }
-  },
-  "B.10.42.011b": {
-    "Description": "Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam > 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-        "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-      },
-      "DS2": {
-        "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-        "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-      },
-      "DS3": {
-        "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-        "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-      }
-    }
-  },
-  "B.10.42.012a": {
-    "Description": "Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam > 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-        "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-      },
-      "DS2": {
-        "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-        "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-      },
-      "DS3": {
-        "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-        "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-      }
-    }
-  },
-  "B.10.42.012b": {
-    "Description": "Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam > 16\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-        "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-      },
-      "DS2": {
-        "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-        "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-      },
-      "DS3": {
-        "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-        "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-      }
-    }
-  },
-  "B.10.42.021a": {
-    "Description": "Concrete link beam, diagonally reinforced, aspect ratio between 1.0 and 2.0, beam > 24\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-        "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-      },
-      "DS2": {
-        "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-        "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-      },
-      "DS3": {
-        "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-        "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-      }
-    }
-  },
-  "B.10.42.021b": {
-    "Description": "Concrete link beam, diagonally reinforced, aspect ratio between 2.0 and 4.0, beam > 24\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-        "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-      },
-      "DS2": {
-        "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-        "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-      },
-      "DS3": {
-        "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-        "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-      }
-    }
-  },
-  "B.10.42.022a": {
-    "Description": "Concrete link beam, conventionally reinforced, aspect ratio between 1.0 and 2.0, beam > 24\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-        "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-      },
-      "DS2": {
-        "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-        "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-      },
-      "DS3": {
-        "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-        "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-      }
-    }
-  },
-  "B.10.42.022b": {
-    "Description": "Concrete link beam, conventionally reinforced, aspect ratio between 2.0 and 4.0, beam > 24\" wide and depth < 30\"",
-    "Comments": "\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Residual cracks no greater than 1/16 inch.  Cracks are mainly at the beam to wall interface, some limited flexural cracking.",
-        "RepairAction": "Epoxy inject cracks (200 to 240 inches in length)."
-      },
-      "DS2": {
-        "Description": "Residual cracks greater than 1/8 inch and minor spalling of concrete.",
-        "RepairAction": "Epoxy inject cracks (600 to 720 inches) and slab (300 inches), replace spalled concrete."
-      },
-      "DS3": {
-        "Description": "Significant strength degradation (<0.8Vn), buckling or fracture of diagonal reinforcing, crushing of concrete.",
-        "RepairAction": "Chip away damaged concrete, attached mechanical couplers to the diagonal bars still embedded in the wall, replace damaged or fractured reinforcing.  Replace damaged concrete.  "
-      }
-    }
-  },
-  "B.10.44.001": {
-    "Description": "Rectangular low aspect ratio concrete walls 8\" or less thick single curtain up to 15' high",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-      },
-      "DS3": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.002": {
-    "Description": "Rectangular low aspect ratio concrete walls 8\" or less thick single curtain 16' high to 24' high",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-      },
-      "DS3": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.003": {
-    "Description": "Rectangular low aspect ratio concrete walls 8\" or less thick single curtain 25' high to 40' high",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-      },
-      "DS3": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.011": {
-    "Description": "Rectangular low aspect ratio concrete walls 8\"-16\" double curtain; with heights of up to 15'",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-      },
-      "DS3": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.012": {
-    "Description": "Rectangular low aspect ratio concrete walls 8\"-16\" double curtain; with heights of 16' to 24'",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-      },
-      "DS3": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.013": {
-    "Description": "Rectangular low aspect ratio concrete walls 8\"-16\" double curtain; with heights of 24' to 40'",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-      },
-      "DS3": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.021": {
-    "Description": "Rectangular low aspect ratio concrete walls 18\"-24\" thick with double curtain and  heights up to 15' ",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-      },
-      "DS3": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.022": {
-    "Description": "Rectangular low aspect ratio concrete walls 18\"-24\" thick with double curtain and  heights  16' - 24' ",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-      },
-      "DS3": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.023": {
-    "Description": "Rectangular low aspect ratio concrete walls 18\"-24\" thick with double curtain and  heights  25' - 40' ",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracks with maximum widths greater than 0.04 in but less than 0.12 in.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "(1) Relocate office eqpt & furniture within 6 ft. of wall, both sides. Install protective covers on floor finishes & adjacent curtain wall system.  (2) Remove arch. finishes on wall, both sides.  (3) Relocate MEP systems within 6 ft. of wall.  (4) Prepare & inject grout 330 ft. of crack per 100 ft2 of wall.  (5) Remove 15 ft2 per 100 ft2 of wall & 10 1-ft. long sections of #8 buckled vert. rebar.  (6) Replace buckled rebar with new rebar, attach to exposed ends of (E) rebar with mech splices; provide 8 #4 seismic ties at 4 in. oc, ea end of wall; re-bend 16 horiz. rebar in wall around new rebar.  (7) Install formwork & cast 5ksi concrete into pockets cut in step 5.  (8) Strip forms, clean-up, reinstall/return office eqpt., finishes, furniture & MEP."
-      },
-      "DS3": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides. Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.031": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, less than 8\" thick up to 15' high",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.032": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, less than 8\" thick,  16'  to 24' high",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.033": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, less than 8\" thick,  25'  to 40' high",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.041": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, 8\" to 16\" thick up to 15' high",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.042": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, 8\" to 16\" thick, 16' to 24' high",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.043": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, 8\" to 16\" thick, 25' to 40' high",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.051": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, 17\" to 24\" thick\" up to 15' high",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.052": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, 17\" to 24\" thick,  16'  to 24' high",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.053": {
-    "Description": "Low-rise reinforced concrete walls with return flanges, 17\" to 24\" thick,  25'  to 40' high",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.061": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, less than 8\" thick, height <15'",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.062": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, less than 8\" thick, height between 16'-24'",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.063": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, less than 8\" thick, height between 24'-40'",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.071": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, 8\" to 16\" thick, height <15'",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.072": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, 8\" to 16\" thick, height between 16'-24'",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.073": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, 8\" to 16\" thick, height between 24'-40'",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.081": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, 17\"-24\" thick, height <15'",
-    "Comments": "Costing for each 144 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.082": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, 17\"-24\" thick, height between 16'-24'",
-    "Comments": "Costing for each 400 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "400 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.083": {
-    "Description": "Low rise reinforced concrete walls with boundary columns, 17\"-24\" thick, height between 24'-40'",
-    "Comments": "Costing for each 900 ft^2 Wall Panel, Orthogonal web reinforcement, f'c > 2500 psi, P/(A*f'c) <= 0.2\nNotes: Full repair description does not fully fit on sheet - consider shortening.  Description will fit in PACT.\nAuthor: Andrew Whittaker",
-    "SuggestedComponentBlockSize": "900 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Crushed core concrete; localized concrete cracking with widths greater than 0.12 in; buckling of vertical rebar.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Sliding of the wall resulting in large residual displacement; distributed concrete cracking with widths greater than 0.12 in; fracture of rebar.",
-        "RepairAction": "(1) Relocate eqpt.& furniture within 10 ft. of wall, both sides.  Install protection on floor & adjacent walls.  (2) Remove wall finishes, both sides.  (3) Relocate MEP within 10 ft. of wall.  (4) Remove damaged wall in 5-ft.lengths.  (5) Install bars: a. 12#9 A706 bars in bz ea. end; mech splices to (E) ; b. #4 A706 dbl sets of seismic ties at 4 in. oc ea bz; c. #4 A706 bar at 6 in. oc, ewef; lap new vert. bars to (E) at top of wall; drill & epoxy bars into wall/fdn at 6 in. oc to match new rebar above.  Anchor horiz.  Bars in bz with seismic hks or lap 24 in. with (E) horiz. bars.  (6) Form wall.  Cast 5ksi concrete in 3-ft. lifts; with 1-in. top gap for grout day after casting.  (7) Remove forms, clean-up & reinstall/return eqpt, finishes, furniture & MEP."
-      }
-    }
-  },
-  "B.10.44.091": {
-    "Description": "Slender Concrete Wall, 12\" thick, 12' high, 15' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-        "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-      },
-      "DS2": {
-        "Description": "Exposed longitudinal reinforcing.",
-        "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-      },
-      "DS3": {
-        "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-        "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-      }
-    }
-  },
-  "B.10.44.092": {
-    "Description": "Slender Concrete Wall, 12\" thick, 12' high, 20' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-        "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-      },
-      "DS2": {
-        "Description": "Exposed longitudinal reinforcing.",
-        "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-      },
-      "DS3": {
-        "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-        "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-      }
-    }
-  },
-  "B.10.44.093": {
-    "Description": "Slender Concrete Wall, 12\" thick, 12' high, 30' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-        "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-      },
-      "DS2": {
-        "Description": "Exposed longitudinal reinforcing.",
-        "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-      },
-      "DS3": {
-        "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-        "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-      }
-    }
-  },
-  "B.10.44.101": {
-    "Description": "Slender Concrete Wall, 18\" thick, 12' high, 15' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-        "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-      },
-      "DS2": {
-        "Description": "Exposed longitudinal reinforcing.",
-        "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-      },
-      "DS3": {
-        "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-        "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-      }
-    }
-  },
-  "B.10.44.102": {
-    "Description": "Slender Concrete Wall, 18\" thick, 12' high, 20' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-        "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-      },
-      "DS2": {
-        "Description": "Exposed longitudinal reinforcing.",
-        "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-      },
-      "DS3": {
-        "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-        "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-      }
-    }
-  },
-  "B.10.44.103": {
-    "Description": "Slender Concrete Wall, 18\" thick, 12' high, 30' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-        "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-      },
-      "DS2": {
-        "Description": "Exposed longitudinal reinforcing.",
-        "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-      },
-      "DS3": {
-        "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-        "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-      }
-    }
-  },
-  "B.10.44.111": {
-    "Description": "Slender Concrete Wall, 30\" thick, 12' high, 15' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-        "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-      },
-      "DS2": {
-        "Description": "Exposed longitudinal reinforcing.",
-        "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-      },
-      "DS3": {
-        "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-        "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-      }
-    }
-  },
-  "B.10.44.112": {
-    "Description": "Slender Concrete Wall, 30\" thick, 12' high, 20' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-        "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-      },
-      "DS2": {
-        "Description": "Exposed longitudinal reinforcing.",
-        "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-      },
-      "DS3": {
-        "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-        "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-      }
-    }
-  },
-  "B.10.44.113": {
-    "Description": "Slender Concrete Wall, 30\" thick, 12' high, 30' long",
-    "Comments": "Slender concrete shear wall with aspect ratio greater than or equal to 2.0.  Costing assumes a 144 ft^2 wall panel.",
-    "SuggestedComponentBlockSize": "144 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spalling of cover, vertical cracks greater than 1/16 inch.",
-        "RepairAction": "Epoxy inject cracks and patch spalled concrete."
-      },
-      "DS2": {
-        "Description": "Exposed longitudinal reinforcing.",
-        "RepairAction": "Shore wall, remove all concrete in damaged regions, replace concrete.  "
-      },
-      "DS3": {
-        "Description": "Core concrete damage, buckled reinforcing, fractured reinforcing, shear failure, web failure, bond slip",
-        "RepairAction": "Replace wall or reinforce with R/C jacket if possible.  Shore floor and wall, remove damaged concrete and steel within one development length of damaged region, replace removed concrete and steel."
-      }
-    }
-  },
-  "B.10.49.001a": {
-    "Description": "Reinforced concrete flat slabs- columns without shear reinforcing  0<Vg/Vo<.2, no continuity reinf",
-    "Comments": "Costing per joint, minimum of 6\" thick slab, maximum of 12\" thick slab.\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-        "RepairAction": "Shore damaged area in the two stories below. Remove 100 square feet of concrete slab per column, preserving the slab reinforcement; lap splice 30 new 10 foot long rebar with existing rebar; place formwork; recast concrete slab; remove forms, replace and repair finishes; replace furnishings, ceilings, mechanical, electrical, and plumbing systems.  Cracks wide enough to be grouted are included in the portion of slab to be demolished and recast."
-      }
-    }
-  },
-  "B.10.49.001b": {
-    "Description": "Reinforced concrete flat slabs- columns without shear reinforcing  0<Vg/Vo<.2, with continuity reinf",
-    "Comments": "Costing per joint, minimum of 6\" thick slab, maximum of 12\" thick slab.\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-        "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 40 feet of crack (30 feet top, 10 bottom of slab) of crack per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab. "
-      }
-    }
-  },
-  "B.10.49.002a": {
-    "Description": "Reinforced concrete flat slabs- columns without shear reinforcing  .2<Vg/Vo<.4, no continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI 318-56,  ACI 318-63, ACI 318-89, ACI 318-95, ACI 318-99, ACI 318-05 \nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-        "RepairAction": "Shore damaged area in the two stories below. Remove 100 square feet of concrete slab per column, preserving the slab reinforcement; lap splice 30 new 10 foot long rebar with existing rebar; place formwork; recast concrete slab; remove forms, replace and repair finishes; replace furnishings, ceilings, mechanical, electrical, and plumbing systems Cracks wide enough to be grouted are included in the portion of slab to be demolished and recast."
-      }
-    }
-  },
-  "B.10.49.002b": {
-    "Description": "Reinforced concrete flat slabs- columns without shear reinforcing  .2<Vg/Vo<.4, with continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI 318-56,  ACI 318-63, ACI 318-89, ACI 318-95, ACI 318-99, ACI 318-05 \nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-        "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 40 feet of crack (30 feet top, 10 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab.   "
-      }
-    }
-  },
-  "B.10.49.003a": {
-    "Description": "Reinforced concrete flat slabs- columns without shear reinforcing  .4<Vg/Vo<.6, no continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI 318-63, ACI 318-83, ACI 318-99, ACI 318-02, CAN3-A23.2-M84, A23.3 & MC-90\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-        "RepairAction": "Shore damaged area in the two stories below. Remove 100 square feet of concrete slab per column, preserving the slab reinforcement; lap splice 30 new 10 foot long rebar with existing rebar; place formwork; recast concrete slab; remove forms, replace and repair finishes; replace furnishings, ceilings, mechanical, electrical, and plumbing systems. Cracks wide enough to be grouted are included in the portion of slab to be demolished and recast."
-      }
-    }
-  },
-  "B.10.49.003b": {
-    "Description": "Reinforced concrete flat slabs- columns without shear reinforcing  .4<Vg/Vo<.6, with continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI 318-63, ACI 318-83, ACI 318-99, ACI 318-02, CAN3-A23.2-M84, A23.3 & MC-90\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-        "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 55 feet of crack (40 feet top, 15 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab. "
-      }
-    }
-  },
-  "B.10.49.011": {
-    "Description": "Reinforced concrete flat slabs- columns with shear reinforcing  0.2<Vg/Vo<0.4",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI 318-71, ACI 318-95, ACI 318-99, ACI 318-05\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-        "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 70 feet of crack (50 feet top, 20 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab.   "
-      }
-    }
-  },
-  "B.10.49.012": {
-    "Description": "Reinforced concrete flat slabs- columns with shear reinforcing  0.4<Vg/Vo<.6",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI-318-63, ACI-318-05, A23.3 & MC-90\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-        "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 85 feet of crack (60 feet top, 25 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab.   "
-      }
-    }
-  },
-  "B.10.49.021a": {
-    "Description": "Post-tensioned concrete flat slabs- columns without shear reinforcing  0.2<Vg/Vo<.0.4, no continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI-318-77, ACI-318-89, ACI-318-05, IBC-03 \nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-        "RepairAction": "Shore damaged area in the two stories below. Remove 100 square feet of concrete slab per column, preserving the slab reinforcement; lap splice 30 new 10 foot long rebar with existing rebar; place formwork; recast concrete slab; remove forms, replace and repair finishes; replace furnishings, ceilings, mechanical, electrical, and plumbing systems. Cracks wide enough to be grouted are included in the portion of slab to be demolished and recast."
-      }
-    }
-  },
-  "B.10.49.021b": {
-    "Description": "Post-tensioned concrete flat slabs- columns without shear reinforcing  0.2<Vg/Vo<.0.4, with continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI-318-77, ACI-318-89, ACI-318-05, IBC-03 \nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-        "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 25 feet of crack (20 feet top, 5 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab.  "
-      }
-    }
-  },
-  "B.10.49.022a": {
-    "Description": "Post-tensioned concrete flat slabs- columns without shear reinforcing  0.4<Vg/Vo<.0.6, no continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI-318-77, ACI-318-83, ACI-318-89, ACI-318-05\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-        "RepairAction": "Shore damaged area in the two stories below. Remove 100 square feet of concrete slab per column, preserving the slab reinforcement; lap splice 30 new 10 foot long rebar with existing rebar; place formwork; recast concrete slab; remove forms, replace and repair finishes; replace furnishings, ceilings, mechanical, electrical, and plumbing systems. . Cracks wide enough to be grouted are included in the portion of slab to be demolished and recast."
-      }
-    }
-  },
-  "B.10.49.022b": {
-    "Description": "Post-tensioned concrete flat slabs- columns without shear reinforcing  0.4<Vg/Vo<.0.6, with continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nConstruction Quality: ACI-318-77, ACI-318-83, ACI-318-89, ACI-318-05\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-        "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 40 feet of crack (30 feet top, 10 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab."
-      }
-    }
-  },
-  "B.10.49.031": {
-    "Description": "Post-tensioned concrete flat slabs- columns with shear reinforcing  0<Vg/Vo<.0.4",
-    "Comments": "Costing is on a per joint basis.\nNotes: Fragilities were based on judgment due to lack of test data.\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-        "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 45 feet of crack (35 feet top, 10 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab."
-      }
-    }
-  },
-  "B.10.49.032": {
-    "Description": "Post-tensioned concrete flat slabs- columns with shear reinforcing  0.4<Vg/Vo<.0.6",
-    "Comments": "Costing is on a per joint basis.\nNotes: Fragilities were based on judgment due to lack of test data.\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded, spalling of concrete may/may not occur, slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs, causing significant spalling of concrete. Epoxy injection is no longer expected to be sufficient to restore the required strength and stiffness to the slab and the slab-column connection. ",
-        "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 60 feet of crack (45 feet top, 15 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab.  "
-      }
-    }
-  },
-  "B.10.49.041a": {
-    "Description": "Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing  0<Vg/Vo<0.4, no continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nNotes: Fragilities were based on judgment due to lack of test data.  The only available data were from a specimen that was constructed using ACI 318-89\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded.  Spalling of concrete may or may not occur.  Slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs causing significant spalling of concrete.",
-        "RepairAction": "Shore damaged area in the two stories below. Remove 100 square feet of concrete slab per column, preserving the slab reinforcement; lap splice 30 new 10 foot long rebar with existing rebar; place formwork; recast concrete slab; remove forms, replace and repair finishes; replace furnishings, ceilings, mechanical, electrical, and plumbing systems. Cracks wide enough to be grouted are included in the portion of slab to be demolished and recast."
-      }
-    }
-  },
-  "B.10.49.041b": {
-    "Description": "Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing  0<Vg/Vo<0.4, with continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nNotes: Fragilities were based on judgment due to lack of test data.  The only available data were from a specimen that was constructed using ACI 318-89\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded.  Spalling of concrete may or may not occur.  Slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs causing significant spalling of concrete.",
-        "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 40 feet of crack (30 feet top, 10 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab. "
-      }
-    }
-  },
-  "B.10.49.042a": {
-    "Description": "Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing  0.4<Vg/Vo<0.6, no continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nNotes: Fragilities were based on judgment due to lack of test data.\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded.  Spalling of concrete may or may not occur.  Slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs causing significant spalling of concrete.",
-        "RepairAction": "Shore damaged area in the two stories below. Remove 100 square feet of concrete slab per column, preserving the slab reinforcement; lap splice 30 new 10 foot long rebar with existing rebar; place formwork; recast concrete slab; remove forms, replace and repair finishes; replace furnishings, ceilings, mechanical, electrical, and plumbing systems. Cracks wide enough to be grouted are included in the portion of slab to be demolished and recast."
-      }
-    }
-  },
-  "B.10.49.042b": {
-    "Description": "Reinforced concrete flat slabs drop panel or drop capital- columns without shear reinforcing  0.4<Vg/Vo<0.6, with continuity reinf",
-    "Comments": "Costing is on a per joint basis.\nNotes: Fragilities were based on judgment due to lack of test data.\nAuthor: John Wallace",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Yield strain of the slab flexural reinforcement has been exceeded.  Spalling of concrete may or may not occur.  Slab exhibits large enough crack widths to allow epoxy injection.",
-        "RepairAction": "Remove furnishings, ceilings and mechanical, electrical and plumping systems (as necessary) 5 feet either side of damaged area.  Replace and repair finishes.  Replace furnishings, ceilings and mechanical, electrical and plumping systems (as necessary)."
-      },
-      "DS2": {
-        "Description": "Punching occurs causing significant spalling of concrete.",
-        "RepairAction": "Prepare work area for epoxy injection, inject epoxy into 55 feet of crack (40 feet top, 15 feet bottom of slab) per 100 square feet of floor panel.  Fabricate new structural steel shear head (column capital) that attaches to the column beneath the slab. "
-      }
-    }
-  },
-  "B.10.51.001": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, shear dominated, 4\" to 6\"' thick, up to 12 foot tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal. ",
-        "RepairAction": "Grout wall.  Epoxy injection.  Paint each side. "
-      },
-      "DS2": {
-        "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-        "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-      }
-    }
-  },
-  "B.10.51.002": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, shear dominated, 4\" to 6\"' thick, greater than 12 foot tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal. ",
-        "RepairAction": "Grout wall.  Epoxy injection.  Paint each side. "
-      },
-      "DS2": {
-        "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-        "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-      }
-    }
-  },
-  "B.10.51.003": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, 4\" to 6\" thick, flexure dominated up to 12' tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-        "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-      },
-      "DS2": {
-        "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-        "RepairAction": "Remove loose masonry.  Patch spalls with non-shrink grout.  Grout wall.  Epoxy injection.  Paint each side."
-      },
-      "DS3": {
-        "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-        "RepairAction": " Shore. - Demolish existing wall. - Construct new wall. "
-      }
-    }
-  },
-  "B.10.51.004": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, 4\" to 6\" thick, flexure dominated greater than 12' tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-        "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-      },
-      "DS2": {
-        "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-        "RepairAction": "Remove loose masonry.  Patch spalls with non-shrink grout.  Grout wall.  Epoxy injection.  Paint each side."
-      },
-      "DS3": {
-        "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-        "RepairAction": " Shore. - Demolish existing wall. - Construct new wall."
-      }
-    }
-  },
-  "B.10.51.011": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, shear dominated, 8\" to 12\"' thick, up to 12 foot tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal. ",
-        "RepairAction": "Grout wall.  Epoxy injection.  Paint each side. "
-      },
-      "DS2": {
-        "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-        "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-      }
-    }
-  },
-  "B.10.51.012": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, shear dominated, 8\" to 12\"' thick, greater than 12 foot tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal. ",
-        "RepairAction": "Grout wall.  Epoxy injection.  Paint each side. "
-      },
-      "DS2": {
-        "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-        "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-      }
-    }
-  },
-  "B.10.51.013": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, 8\" to 12\" thick, flexure dominated up to 12' tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel,\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-        "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-      },
-      "DS2": {
-        "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-        "RepairAction": "Remove loose masonry.  Patch spalls with non-shrink grout.  Grout wall.  Epoxy injection.  Paint each side."
-      },
-      "DS3": {
-        "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-        "RepairAction": " Shore. - Demolish existing wall. - Construct new wall."
-      }
-    }
-  },
-  "B.10.51.014": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, 8\" to 12\" thick, flexure dominated greater than 12' tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-        "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-      },
-      "DS2": {
-        "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-        "RepairAction": "Remove loose masonry.  Patch spalls with non-shrink grout.  Grout wall.  Epoxy injection.  Paint each side."
-      },
-      "DS3": {
-        "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-        "RepairAction": " Shore. - Demolish existing wall. - Construct new wall."
-      }
-    }
-  },
-  "B.10.51.021": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, shear dominated, 16\" thick, up to 12 foot tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal. ",
-        "RepairAction": "Grout wall.  Epoxy injection.  Paint each side. "
-      },
-      "DS2": {
-        "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-        "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-      }
-    }
-  },
-  "B.10.51.022": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, shear dominated,16\"' thick, greater than 12 foot tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal.  ",
-        "RepairAction": "Grout wall.  Epoxy injection.  Paint each side. "
-      },
-      "DS2": {
-        "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-        "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-      }
-    }
-  },
-  "B.10.51.023": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, 16\" thick, flexure dominated up to 12' tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-        "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-      },
-      "DS2": {
-        "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-        "RepairAction": "Remove loose masonry.  Patch spalls with non-shrink grout.  Grout wall.  Epoxy injection.  Paint each side."
-      },
-      "DS3": {
-        "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-        "RepairAction": " Shore. - Demolish existing wall. - Construct new wall. "
-      }
-    }
-  },
-  "B.10.51.024": {
-    "Description": "Ordinary reinforced masonry walls with partially grouted cells, 16\" thick, flexure dominated greater than 12' tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-        "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-      },
-      "DS2": {
-        "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-        "RepairAction": "Remove loose masonry.  Patch spalls with non-shrink grout.  Grout wall.  Epoxy injection.  Paint each side."
-      },
-      "DS3": {
-        "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-        "RepairAction": "  Shore. - Demolish existing wall. - Construct new wall."
-      }
-    }
-  },
-  "B.10.52.001": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 8\" or 12\" thick, shear dominated, up t o12' tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal.  ",
-        "RepairAction": "Epoxy injection.  Paint each side."
-      },
-      "DS2": {
-        "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-        "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-      }
-    }
-  },
-  "B.10.52.002": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 8\" or 12\" thick, shear dominated, greater than 12' tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal.  ",
-        "RepairAction": "Epoxy injection.  Paint each side."
-      },
-      "DS2": {
-        "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-        "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-      }
-    }
-  },
-  "B.10.52.003": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 8\" to 12\" thick, flexure dominated up to 12' tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-        "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-      },
-      "DS2": {
-        "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-        "RepairAction": "Epoxy injection to repair cracks.  Remove loose masonry.  Patch spalls with non-shrink grout.  Paint each side. "
-      },
-      "DS3": {
-        "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-        "RepairAction": " Shore. - Demolish existing wall. - Construct new wall."
-      }
-    }
-  },
-  "B.10.52.004": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 8\" to 12\" thick, flexure dominated greater than 12' tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-        "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-      },
-      "DS2": {
-        "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-        "RepairAction": "Epoxy injection to repair cracks.  Remove loose masonry.  Patch spalls with non-shrink grout.  Paint each side. "
-      },
-      "DS3": {
-        "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-        "RepairAction": " Shore. - Demolish existing wall. - Construct new wall."
-      }
-    }
-  },
-  "B.10.52.011": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 16\" thick, shear dominated, up to 12' tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal. ",
-        "RepairAction": "Epoxy injection at cracks.  Paint each side."
-      },
-      "DS2": {
-        "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-        "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-      }
-    }
-  },
-  "B.10.52.012": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 16\" thick, shear dominated, greater than 12' tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "First occurrence of major diagonal cracks.  Cracks remain closed with hardly noticeable residual crack widths after load removal. ",
-        "RepairAction": "Epoxy injection at cracks.  Paint each side."
-      },
-      "DS2": {
-        "Description": "Wide diagonal cracks with typically one or more cracks in each direction.  Crushing or spalling at wall toes. ",
-        "RepairAction": "Shore.  Demolish existing wall.  Construct new wall. "
-      }
-    }
-  },
-  "B.10.52.013": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 16\" thick, flexure dominated up to 12' tall",
-    "Comments": "Costing for each 100 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-        "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-      },
-      "DS2": {
-        "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-        "RepairAction": "Epoxy injection to repair cracks.  Remove loose masonry.  Patch spalls with non-shrink grout.  Paint each side. "
-      },
-      "DS3": {
-        "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-        "RepairAction": " Shore. - Demolish existing wall. - Construct new wall. "
-      }
-    }
-  },
-  "B.10.52.014": {
-    "Description": "Special reinforced masonry walls with fully grouted cells, 16\" thick, flexure dominated greater than 12' tall",
-    "Comments": "Costing for each 225 ft^2 Wall Panel\nAuthor: Benson Shing",
-    "SuggestedComponentBlockSize": "225 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "A few flexural and shear cracks with hardly noticeable residual crack widths.  Slight yielding of extreme vertical reinforcement.  No spalling.  No fracture or buckling of vertical reinforcement.  No structurally significant damage. ",
-        "RepairAction": "Cosmetic repair.  Patch cracks and paint each side. "
-      },
-      "DS2": {
-        "Description": "Numerous flexural and diagonal cracks with residual crack widths less than 1/64 in.  Mild toe crushing with vertical cracks or light spalling at wall toes.  No fracture or buckling of reinforcement.  Small residual deformation. ",
-        "RepairAction": "Epoxy injection to repair cracks.  Remove loose masonry.  Patch spalls with non-shrink grout.  Paint each side. "
-      },
-      "DS3": {
-        "Description": "Severe flexural cracks with residual crack widths greater than 1/32 in.  Severe toe crushing and spalling.  Fracture or buckling of vertical reinforcement.  Significant residual deformation.",
-        "RepairAction": " Shore. - Demolish existing wall. - Construct new wall. "
-      }
-    }
-  },
-  "B.10.61.001a": {
-    "Description": "Cold formed steel walls with wood structural panel sheathing, interior - gypsum board",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  38 mil cold formed steel framing with 7/16 OSB and 3/8 plywood panel sheathing with overturning restraint at each end of the wall per AISI design standard.  No. 8 screws 2\" to 6\" OC at perimeter and 12\" OC EW in field.  \nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restraint at each end of wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Sheathing faster pull through or tear out.  (20% of fasteners.)",
-        "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, tape and sand, repaint.  "
-      },
-      "DS2": {
-        "Description": "Failure of structural panels.  ",
-        "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace sheathing, replace gypsum wall board, tape and sand, repaint.  "
-      },
-      "DS3": {
-        "Description": "Failure of wall.",
-        "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Provide shoring.  Modify mechanical and electrical as required for repair work.  Replace metal stud framing, boundary elements, sheathing, replace gypsum wall board, tape and sand, repaint.  "
-      }
-    }
-  },
-  "B.10.61.001b": {
-    "Description": "Cold formed steel walls with wood structural panel sheathing, exterior - stucco one side",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  38 mil cold formed steel framing with 7/16 OSB and 3/8 plywood panel sheathing with overturning restraint at each end of the wall per AISI design standard.  No. 8 screws 2\" to 6\" OC at perimeter and 12\" OC EW in field.  \nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restraint at each end of wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Sheathing faster pull through or tear out.  (20% of fasteners.)",
-        "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, stucco, tape and sand, repaint.  "
-      },
-      "DS2": {
-        "Description": "Failure of structural panels.  ",
-        "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace sheathing, replace gypsum wall board, stucco, tape and sand, repaint.  "
-      },
-      "DS3": {
-        "Description": "Failure of wall.",
-        "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Provide shoring.  Modify mechanical and electrical as required for repair work.  Replace metal stud framing, boundary elements, sheathing, replace gypsum wall board, stucco, tape and sand, repaint.  "
-      }
-    }
-  },
-  "B.10.61.011a": {
-    "Description": "Cold formed steel walls with flat strap X-bracing, interior - gypsum board",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 4.5 inch x 33 mil flat strap X-bracing on one side.  Straps attached to gussets with No. 8 screws.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local buckling of chord studs.",
-        "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, metal stud framing as needed, reinstall X bracing as required, tape and sand, repaint.  "
-      },
-      "DS2": {
-        "Description": "Failure of many framing members and collapse.",
-        "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, boundary elements, metal stud framing, install X bracing, tape and sand, repaint.  "
-      }
-    }
-  },
-  "B.10.61.011b": {
-    "Description": "Cold formed steel walls with flat strap X-bracing, exterior - stucco one side",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 4.5 inch x 33 mil flat strap X-bracing on one side.  Straps attached to gussets with No. 8 screws.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local buckling of chord studs.",
-        "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, stucco, metal stud framing as needed, reinstall X bracing as required, tape and sand, repaint.  "
-      },
-      "DS2": {
-        "Description": "Failure of many framing members and collapse.",
-        "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, stucco, boundary elements, metal stud framing, install X bracing, tape and sand, repaint.  "
-      }
-    }
-  },
-  "B.10.61.021a": {
-    "Description": "Cold formed steel walls with 22 or 31 mil steel sheathing, interior - gypsum board",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 22 or 31 mil steel sheathing attached with No. 8 screws spaced 2\" or 6\" OC at perimeter and 12\" OC EW in the field.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Pull out of sheathing fasteners from studs.",
-        "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, tape, sand, paint."
-      },
-      "DS2": {
-        "Description": "Buckling of steel sheathing.  Buckling of framing members.",
-        "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Install new sheathing, new metal stud framing as needed, replace gypsum wall board, tape, sand, paint."
-      }
-    }
-  },
-  "B.10.61.021b": {
-    "Description": "Cold formed steel walls with 22 or 31 mil steel sheathing, exterior - stucco one side",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 22 or 31 mil steel sheathing attached with No. 8 screws spaced 2\" or 6\" OC at perimeter and 12\" OC EW in the field.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Pull out of sheathing fasteners from studs.",
-        "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, stucco, tape, sand, paint."
-      },
-      "DS2": {
-        "Description": "Buckling of steel sheathing.  Buckling of framing members.",
-        "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Install new sheathing, new metal stud framing as needed, replace gypsum wall board, stucco,, tape, sand, paint."
-      }
-    }
-  },
-  "B.10.71.001": {
-    "Description": "Light framed wood walls with structural panel sheathing, gypsum wallboard no hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, no hold-downs. \nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight separation of sheathing or nails which come loose.",
-        "RepairAction": "Remove exterior pliable siding, replace loose nails, reinstall siding."
-      },
-      "DS2": {
-        "Description": "Permanent rotation of sheathing, tear out of nails or sheathing.",
-        "RepairAction": "Remove exterior pliable siding, remove wood sheathing, install new sheathing, reinstall siding."
-      },
-      "DS3": {
-        "Description": "Fracture of studs, major sill plate cracking.",
-        "RepairAction": "Remove and replace siding, sheathing, studs and plates. Provide shoring as required. "
-      }
-    }
-  },
-  "B.10.71.002": {
-    "Description": "Light framed wood walls with structural panel sheathing, gypsum wallboard and hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:   1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, with hold-downs. \nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight separation of sheathing or nails which come loose.",
-        "RepairAction": "Remove exterior pliable siding, replace loose nails, reinstall siding."
-      },
-      "DS2": {
-        "Description": "Permanent rotation of sheathing, tear out of nails or sheathing.",
-        "RepairAction": "Remove exterior pliable siding, remove wood sheathing, install new sheathing, reinstall siding."
-      },
-      "DS3": {
-        "Description": "Fracture of studs, major sill plate cracking.",
-        "RepairAction": "Remove and replace siding, sheathing, studs and plates. Provide shoring as required. "
-      }
-    }
-  },
-  "B.10.71.011": {
-    "Description": "Light framed wood walls with structural panel sheathing, stucco no hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, with no hold-downs. Three layer 7/8\" stucco with 1/2-inch chop strand fibers applied over wire mesh fastened with 1.25 -inch long staples.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracking of stucco.",
-        "RepairAction": "Clean stucco cracks. Fill cracks with cement compound. Repaint wall to hide cracks."
-      },
-      "DS2": {
-        "Description": "Spalling of stucco, separation of stucco and sheathing from studs. ",
-        "RepairAction": "Remove loose stucco and patch spalled areas with stucco. Repaint to hide repairs."
-      },
-      "DS3": {
-        "Description": "Fracture of studs, major sill plate cracking.",
-        "RepairAction": "Remove and replace studs, plates, sheathing, and stucco. Shore as required."
-      }
-    }
-  },
-  "B.10.71.012": {
-    "Description": "Light framed wood walls with structural panel sheathing, stucco,  hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, with hold-downs. Three layer 7/8\" stucco with 1/2-inch chop strand fibers applied over wire mesh fastened with 1.25 -inch long staples.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracking of stucco.",
-        "RepairAction": "Clean stucco cracks. Fill cracks with cement compound. Repaint wall to hide cracks."
-      },
-      "DS2": {
-        "Description": "Spalling of stucco, separation of stucco and sheathing from studs. ",
-        "RepairAction": "Remove loose stucco and patch spalled areas with stucco. Repaint to hide repairs."
-      },
-      "DS3": {
-        "Description": "Fracture of studs, major sill plate cracking.",
-        "RepairAction": "Remove and replace studs, plates, sheathing, and stucco. Shore as required."
-      }
-    }
-  },
-  "B.10.71.031": {
-    "Description": "Wood walls with diagonal let-in bracing",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  Stud wall framing consists of 2 x 4\u2019s at 16 inches on center with double top plates and single sill plate. Diagonal bracing includes 2 forms. Block-bracing consists of diagonal blocking between studs that extends from the top of one edge of the panel to the bottom of the opposite edge. Diagonal bracing may also consist of let-in bracing for which a 1x or 2x brace (with same inclination as described for block-bracing) is recessed into studs. Walls may be sheathed with horizontal or vertical lumber siding.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Failure of diagonal bracing.",
-        "RepairAction": "Remove and replace sheathing studs, plates and bracing and replace with new stud wall construction of plywood, hold-downs, etc. Provide shoring as required."
-      }
-    }
-  },
-  "B.10.71.041": {
-    "Description": "Exterior Wall - Type: Gypsum with wood studs, Full Height, Fixed Below, Fixed Above",
-    "Comments": "Costing based upon 13'x100' Panels\nConstruction Quality: Normal\nNotes: Copy of C1011.011a for use as an exterior wall.",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Screws pop-out, minor cracking of wall board, warping or cracking of tape.",
-        "RepairAction": "Retape joints, paste and repaint both sides of  full 100 foot length of wall board."
-      },
-      "DS2": {
-        "Description": "Moderate cracking or crushing of gypsum wall boards (typically in corners and in corners of openings).",
-        "RepairAction": "Remove full 100 foot length of wall board (both sides), install new wall board (both sides), tape, paste and repaint."
-      },
-      "DS3": {
-        "Description": "Significant cracking and/or crushing of gypsum wall boards- buckling of studs and tearing of tracks.",
-        "RepairAction": "Remove and replace full 100 foot length of metal stud wall, both sides of the gypsum wall board and any embedded utilities, and tape, paste and repaint."
-      }
-    }
-  },
-  "B.20.11.001a": {
-    "Description": "Exterior Wall - Cold formed steel walls with wood structural panel sheathing, interior - gypsum board",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  38 mil cold formed steel framing with 7/16 OSB and 3/8 plywood panel sheathing with overturning restraint at each end of the wall per AISI design standard.  No. 8 screws 2\" to 6\" OC at perimeter and 12\" OC EW in field.  \nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restraint at each end of wall.\nNotes: Copy of B1061.001a for use as an exterior wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Sheathing faster pull through or tear out.  (20% of fasteners.)",
-        "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, tape and sand, repaint.  "
-      },
-      "DS2": {
-        "Description": "Failure of structural panels.  ",
-        "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace sheathing, replace gypsum wall board, tape and sand, repaint.  "
-      },
-      "DS3": {
-        "Description": "Failure of wall.",
-        "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Provide shoring.  Modify mechanical and electrical as required for repair work.  Replace metal stud framing, boundary elements, sheathing, replace gypsum wall board, tape and sand, repaint.  "
-      }
-    }
-  },
-  "B.20.11.001b": {
-    "Description": "Exterior Wall - Cold formed steel walls with wood structural panel sheathing, exterior - stucco one side",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  38 mil cold formed steel framing with 7/16 OSB and 3/8 plywood panel sheathing with overturning restraint at each end of the wall per AISI design standard.  No. 8 screws 2\" to 6\" OC at perimeter and 12\" OC EW in field.  \nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restraint at each end of wall.\nNotes: Copy of B1061.001b for use as an exterior wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Sheathing faster pull through or tear out.  (20% of fasteners.)",
-        "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, stucco, tape and sand, repaint.  "
-      },
-      "DS2": {
-        "Description": "Failure of structural panels.  ",
-        "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace sheathing, replace gypsum wall board, stucco, tape and sand, repaint.  "
-      },
-      "DS3": {
-        "Description": "Failure of wall.",
-        "RepairAction": "Remove damaged wall, ceilings, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Provide shoring.  Modify mechanical and electrical as required for repair work.  Replace metal stud framing, boundary elements, sheathing, replace gypsum wall board, stucco, tape and sand, repaint.  "
-      }
-    }
-  },
-  "B.20.11.011a": {
-    "Description": "Exterior Wall - Cold formed steel walls with flat strap X-bracing, interior - gypsum board",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 4.5 inch x 33 mil flat strap X-bracing on one side.  Straps attached to gussets with No. 8 screws.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.\nNotes: Copy of B1061.011a for use as an exterior wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local buckling of chord studs.",
-        "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, metal stud framing as needed, reinstall X bracing as required, tape and sand, repaint.  "
-      },
-      "DS2": {
-        "Description": "Failure of many framing members and collapse.",
-        "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, boundary elements, metal stud framing, install X bracing, tape and sand, repaint.  "
-      }
-    }
-  },
-  "B.20.11.011b": {
-    "Description": "Exterior Wall - Cold formed steel walls with flat strap X-bracing, exterior - stucco one side",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 4.5 inch x 33 mil flat strap X-bracing on one side.  Straps attached to gussets with No. 8 screws.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.\nNotes: Copy of B1061.011b for use as an exterior wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local buckling of chord studs.",
-        "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, stucco, metal stud framing as needed, reinstall X bracing as required, tape and sand, repaint.  "
-      },
-      "DS2": {
-        "Description": "Failure of many framing members and collapse.",
-        "RepairAction": "Remove damaged wall, ceilings, X bracing as necessary, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace gypsum wall board, stucco, boundary elements, metal stud framing, install X bracing, tape and sand, repaint.  "
-      }
-    }
-  },
-  "B.20.11.021a": {
-    "Description": "Exterior Wall - Cold formed steel walls with 22 or 31 mil steel sheathing, interior - gypsum board",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 22 or 31 mil steel sheathing attached with No. 8 screws spaced 2\" or 6\" OC at perimeter and 12\" OC EW in the field.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.\nNotes: Copy of B1061.021a for use as an exterior wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Pull out of sheathing fasteners from studs.",
-        "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, tape, sand, paint."
-      },
-      "DS2": {
-        "Description": "Buckling of steel sheathing.  Buckling of framing members.",
-        "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Install new sheathing, new metal stud framing as needed, replace gypsum wall board, tape, sand, paint."
-      }
-    }
-  },
-  "B.20.11.021b": {
-    "Description": "Exterior Wall - Cold formed steel walls with 22 or 31 mil steel sheathing, exterior - stucco one side",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  33 mil cold formed steel framing with 22 or 31 mil steel sheathing attached with No. 8 screws spaced 2\" or 6\" OC at perimeter and 12\" OC EW in the field.\nConstruction Quality: High quality\nSeismic Installation Conditions: Overturning restrains required and sheathing screws driven flush with the surface of the strapping.\nNotes: Copy of B1061.021b for use as an exterior wall.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Pull out of sheathing fasteners from studs.",
-        "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Replace 20% of fasteners, replace gypsum wall board, stucco, tape, sand, paint."
-      },
-      "DS2": {
-        "Description": "Buckling of steel sheathing.  Buckling of framing members.",
-        "RepairAction": "Remove damaged wall, ceilings, wall finishes, mechanical, electrical, and office furniture / equipment.  Temporarily protect floor and provide dust curtains.  Modify mechanical and electrical as required for repair work.  Install new sheathing, new metal stud framing as needed, replace gypsum wall board, stucco,, tape, sand, paint."
-      }
-    }
-  },
-  "B.20.11.101": {
-    "Description": "Exterior Wall - Light framed wood walls with structural panel sheathing, gypsum wallboard no hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, no hold-downs. \nNotes: Copy of B1071.001 for use as an exterior wall.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight separation of sheathing or nails which come loose.",
-        "RepairAction": "Remove exterior pliable siding, replace loose nails, reinstall siding."
-      },
-      "DS2": {
-        "Description": "Permanent rotation of sheathing, tear out of nails or sheathing.",
-        "RepairAction": "Remove exterior pliable siding, remove wood sheathing, install new sheathing, reinstall siding."
-      },
-      "DS3": {
-        "Description": "Fracture of studs, major sill plate cracking.",
-        "RepairAction": "Remove and replace siding, sheathing, studs and plates. Provide shoring as required. "
-      }
-    }
-  },
-  "B.20.11.102": {
-    "Description": "Exterior Wall - Light framed wood walls with structural panel sheathing, stucco,  hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, with hold-downs. Three layer 7/8\" stucco with 1/2-inch chop strand fibers applied over wire mesh fastened with 1.25 -inch long staples.\nNotes: Copy of B1071.002 for use as an exterior wall.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracking of stucco.",
-        "RepairAction": "Clean stucco cracks. Fill cracks with cement compound. Repaint wall to hide cracks."
-      },
-      "DS2": {
-        "Description": "Spalling of stucco, separation of stucco and sheathing from studs. ",
-        "RepairAction": "Remove loose stucco and patch spalled areas with stucco. Repaint to hide repairs."
-      },
-      "DS3": {
-        "Description": "Fracture of studs, major sill plate cracking.",
-        "RepairAction": "Remove and replace studs, plates, sheathing, and stucco. Shore as required."
-      }
-    }
-  },
-  "B.20.11.111": {
-    "Description": "Exterior Wall - Light framed wood walls with structural panel sheathing, stucco no hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, with no hold-downs. Three layer 7/8\" stucco with 1/2-inch chop strand fibers applied over wire mesh fastened with 1.25 -inch long staples.\nNotes: Copy of B1071.011 for use as an exterior wall.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracking of stucco.",
-        "RepairAction": "Clean stucco cracks. Fill cracks with cement compound. Repaint wall to hide cracks."
-      },
-      "DS2": {
-        "Description": "Spalling of stucco, separation of stucco and sheathing from studs. ",
-        "RepairAction": "Remove loose stucco and patch spalled areas with stucco. Repaint to hide repairs."
-      },
-      "DS3": {
-        "Description": "Fracture of studs, major sill plate cracking.",
-        "RepairAction": "Remove and replace studs, plates, sheathing, and stucco. Shore as required."
-      }
-    }
-  },
-  "B.20.11.121": {
-    "Description": "Exterior Wall - Light framed wood walls with structural panel sheathing, gypsum wallboard and hold-downs",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:   1 SIDE: 3/8\" OSB or 15/32 ply with 8d box nails at 4 to 6 inches along panel edges and 12 inches field nailing. DF #2, 2x4@16 studs. 1 SIDE: 1/2 gypsum board. Panel 8 feet tall, 8 or 16 feet long with or without door and window openings, double top plate, single bottom plate, with hold-downs. \nNotes: Copy of B1071.021 for use as an exterior wall.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight separation of sheathing or nails which come loose.",
-        "RepairAction": "Remove exterior pliable siding, replace loose nails, reinstall siding."
-      },
-      "DS2": {
-        "Description": "Permanent rotation of sheathing, tear out of nails or sheathing.",
-        "RepairAction": "Remove exterior pliable siding, remove wood sheathing, install new sheathing, reinstall siding."
-      },
-      "DS3": {
-        "Description": "Fracture of studs, major sill plate cracking.",
-        "RepairAction": "Remove and replace siding, sheathing, studs and plates. Provide shoring as required. "
-      }
-    }
-  },
-  "B.20.11.131": {
-    "Description": "Exterior Wall - Wood walls with diagonal let-in bracing",
-    "Comments": "Costing for each 100 ft^2 Wall Panel.   Assumed framing:  Stud wall framing consists of 2 x 4\u2019s at 16 inches on center with double top plates and single sill plate. Diagonal bracing includes 2 forms. Block-bracing consists of diagonal blocking between studs that extends from the top of one edge of the panel to the bottom of the opposite edge. Diagonal bracing may also consist of let-in bracing for which a 1x or 2x brace (with same inclination as described for block-bracing) is recessed into studs. Walls may be sheathed with horizontal or vertical lumber siding.\nNotes: Copy of B1071.031 for use as an exterior wall.\nAuthor: Andre Filiatrault",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Failure of diagonal bracing.",
-        "RepairAction": "Remove and replace sheathing studs, plates and bracing and replace with new stud wall construction of plywood, hold-downs, etc. Provide shoring as required."
-      }
-    }
-  },
-  "B.20.11.201a": {
-    "Description": "Precast Concrete Panels 4.5 inches thick - in plane deformation",
-    "Comments": "Costing is based upon 30'x13' panels.\nSeismic Installation Conditions: All\nNotes: Determine fragility story drift median demand in accordance with Chapter 7 of Volume 2.",
-    "SuggestedComponentBlockSize": "30 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cladding units damaged by impact at corners at  column covers.  Damage in field is either attributed to natural edge chipping / damage,  or is deemed to not warrant full repair.  Repair assumes cosmetic chip patching.",
-        "RepairAction": "By User, Repair cost assumed to equal 20% of DS2."
-      },
-      "DS2": {
-        "Description": "Cladding units damaged by impact at corners at  column covers.",
-        "RepairAction": "By User, Cost listed assumed the replacement of the panel"
-      }
-    }
-  },
-  "B.20.11.201b": {
-    "Description": "Precast Concrete Panels 4.5 inches thick - out of plane deformation",
-    "Comments": "Costing is based upon 30'x13' panels.\nSeismic Installation Conditions: All\nNotes: Determine fragility peak floor acceleration anchorage capacity in accordance with Chapter 7 of Volume 2.",
-    "SuggestedComponentBlockSize": "30 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cladding units damaged by out of plane anchorage failure.  Unit requires replacement.",
-        "RepairAction": "By User - Replace cladding panel."
-      }
-    }
-  },
-  "B.20.22.001": {
-    "Description": "Curtain Walls - Generic Midrise Stick-Built Curtain wall, Config: Monolithic, Lamination: Unknown, Glass Type: Unknown, Details: Aspect ratio = 6:5,  Other details Unknown",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.002": {
-    "Description": "Curtain Walls - Generic Midrise Stick-Built Curtain wall, Config: Insulating Glass Units (dual pane), Lamination: Unknown, Glass Type: Unknown, Details: Aspect ratio = 6:5,  Other details Unknown",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.011": {
-    "Description": "Midrise stick-built curtain wall, Config: Asymmetric insulating glass units (dual-pane, unequal-thickness IGU), Lamination: Laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) inner AN / 1/2 in. (13 mm) outer AN LAM (0.030 PVB) IGU; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Gasket seal failure.",
-        "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-      },
-      "DS2": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel."
-      },
-      "DS3": {
-        "Description": "Glass falls out.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.021": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN LAM (0.030 PVB); glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.022": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN laminated, 2-sided SSG, Center Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "<missing data>"
-      }
-    }
-  },
-  "B.20.22.023": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN laminated, 2-sided SSG, Outside Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.  User to confirm damage state, repair, lead time, and casualty data.  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "<missing data>"
-      }
-    }
-  },
-  "B.20.22.031": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.032": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0 in. (0 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.033": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.13 in. (3 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.034": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.25 in. (6 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.035": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 2:1 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "32 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.036": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1:2 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "32 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.037": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic, 2-sided SSG, Center Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.038": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic, 2-sided SSG, Outside Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.039": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.040": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 2:1 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.041": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1:2 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.051": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 1/4 in. (6 mm) FT monolithic, 2-sided SSG, Center Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.052": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 1/4 in. (6 mm) FT monolithic, 2-sided SSG, Outside Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.053": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 1/4 in. (6 mm) FT monolithic, Seamed Edge; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.054": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 1/4 in. (6 mm) FT monolithic, Polished Edge; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.061": {
-    "Description": "Midrise stick-built curtain wall, Config: Monolithic, Lamination: Not laminated, Glass Type: Heat strengthened, Details: 1/4 in. (6 mm) HS monolithic; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.071": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) inner AN / 1/4 in. (6 mm) outer AN LAM (0.030 PVB) IGU; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Gasket seal failure.",
-        "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-      },
-      "DS2": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel."
-      },
-      "DS3": {
-        "Description": "Glass falls out.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.072": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) inner AN / 1/4 in. (6 mm) outer AN LAM (0.060 PVB) IGU; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Gasket seal failure.",
-        "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-      },
-      "DS2": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel."
-      },
-      "DS3": {
-        "Description": "Glass falls out.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.081": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Annealed, Details: 1 in. (25 mm) AN insulating glass unit (IGU) [1/4 in. (6 mm) inner and outer panes]; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.082": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Annealed, Details: 1 in. (25 mm) AN IGU [1/4 in. (6 mm) inner and outer panes]; glass-frame clearance = 0.25 in. (6 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel.  "
-      },
-      "DS2": {
-        "Description": "Glass falls from frame.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.083": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Annealed, Details: 1 in. (25 mm) AN IGU [1/4 in. (6 mm) inner and outer panes], 2-sided SSG, Center Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Gasket seal failure.",
-        "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-      },
-      "DS2": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel."
-      },
-      "DS3": {
-        "Description": "Glass falls out.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.084": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Annealed, Details: 1 in. (25 mm) AN IGU [1/4 in. (6 mm) inner and outer panes], 2-sided SSG, Outside Panel; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Gasket seal failure.",
-        "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-      },
-      "DS2": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel."
-      },
-      "DS3": {
-        "Description": "Glass falls out.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.091": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes]; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Gasket seal failure.",
-        "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-      },
-      "DS2": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel."
-      },
-      "DS3": {
-        "Description": "Glass falls out.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.101": {
-    "Description": "Midrise stick-built curtain wall, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Heat strengthened, Details: 1 in. (25 mm) HS IGU [1/4 in. (6 mm) inner and outer panes]; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Gasket seal failure.",
-        "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-      },
-      "DS2": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel."
-      },
-      "DS3": {
-        "Description": "Glass falls out.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.22.201": {
-    "Description": "Curtain Walls - Unitized curtain wall (also generic unitized curtain wall), Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1-1/4 in. (32 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], 4-sided SSG, VHBTM SGTTM; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = Varies sealant = wet",
-    "Comments": "\nNotes: Damage state DS3 of glass fall out did not occur in physical testing to 10% drift.  DS3 0.1 median demand is intentional.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Gasket seal failure.",
-        "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-      },
-      "DS2": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel."
-      },
-      "DS3": {
-        "Description": "Glass falls out.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.23.001": {
-    "Description": "Generic Storefront, Config: Monolithic, Lamination: Unknown, Glass Type: Unknown, Details: Aspect ratio = 6:5,  Other details Unknown",
-    "Comments": "\nNotes: None  This component requires user specified cost and time consequence data.  Values within PACT are defaults (equal to zero) and do not represent actual consequence.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Gasket seal failure.",
-        "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-      },
-      "DS2": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel."
-      },
-      "DS3": {
-        "Description": "Glass falls out.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.23.002": {
-    "Description": "Generic Storefront, Config: IGU, Lamination: Unknown, Glass Type: Unknown, Details: Aspect ratio = 6:5,  Other details Unknown",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Gasket seal failure.",
-        "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-      },
-      "DS2": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel."
-      },
-      "DS3": {
-        "Description": "Glass falls out.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.23.011": {
-    "Description": "Storefront, Config: Monolithic, Lamination: Laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN LAM (0.030 PVB); glass-frame clearance = 0.41 in. (10 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Gasket seal failure.",
-        "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-      },
-      "DS2": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel."
-      },
-      "DS3": {
-        "Description": "Glass falls out.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.23.021": {
-    "Description": "Storefront, Config: Monolithic, Lamination: Not laminated, Glass Type: Annealed, Details: 1/4 in. (6 mm) AN monolithic; glass-frame clearance = 0.41 in. (10 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Gasket seal failure.",
-        "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-      },
-      "DS2": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel."
-      },
-      "DS3": {
-        "Description": "Glass falls out.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.23.031": {
-    "Description": "Storefront, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 3/8 in. (10 mm) FT monolithic, Planar Specimen; glass-frame clearance = 0.5 in. (13 mm); aspect ratio = 1.93:1 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Remove glass, replace frame, reinstall glass"
-      },
-      "DS2": {
-        "Description": "Frame Damage",
-        "RepairAction": "Remove and replace frame and glass."
-      }
-    }
-  },
-  "B.20.23.032": {
-    "Description": "Storefront, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 3/8 in. (10 mm) FT monolithic, Corner Cond. Specimen, in-plane; glass-frame clearance = 0.5 in. (13 mm); aspect ratio = 1.93:1 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Remove glass, replace frame, reinstall glass"
-      },
-      "DS2": {
-        "Description": "Frame Damage",
-        "RepairAction": "Remove and replace frame and glass."
-      }
-    }
-  },
-  "B.20.23.033": {
-    "Description": "Storefront, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 3/8 in. (10 mm) FT monolithic, Corner Cond. Specimen, combined; glass-frame clearance = 0.5 in. (13 mm); aspect ratio = 1.93:1 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Remove glass, replace frame, reinstall glass"
-      },
-      "DS2": {
-        "Description": "Frame Damage",
-        "RepairAction": "Remove and replace frame and glass."
-      }
-    }
-  },
-  "B.20.23.034": {
-    "Description": "Storefront, Config: Monolithic, Lamination: Not laminated, Glass Type: Full tempered, Details: 3/8 in. (10 mm) FT monolithic, Corner Cond. Specimen, Short side; glass-frame clearance = 0.5 in. (13 mm); aspect ratio = 2.72:1 sealant = wet",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Remove glass, replace frame, reinstall glass"
-      },
-      "DS2": {
-        "Description": "Frame Damage",
-        "RepairAction": "Remove and replace frame and glass."
-      }
-    }
-  },
-  "B.20.23.041": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Annealed, Details: 1 in. (25 mm) AN IGU; glass-frame clearance = 0.59 in. (15 mm); aspect ratio = 6:5 sealant = dry",
-    "Comments": "",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Gasket seal failure.",
-        "RepairAction": "Remove glass panel and replace damaged gaskets.  "
-      },
-      "DS2": {
-        "Description": "Glass cracking.",
-        "RepairAction": "Replace cracked glass panel."
-      },
-      "DS3": {
-        "Description": "Glass falls out.",
-        "RepairAction": "Replace cracked glass panel; cover exposure in meantime."
-      }
-    }
-  },
-  "B.20.23.051": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Planar Specimen; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1.89:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Panel damage (no glass damage).",
-        "RepairAction": "Remove panel, repair frame, replace panel."
-      },
-      "DS2": {
-        "Description": "Glass cracks.",
-        "RepairAction": "Remove panel, replace glass, replace panel."
-      }
-    }
-  },
-  "B.20.23.052": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Corner Cond. Specimen, in-plane; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1.89:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Panel damage (no glass damage).",
-        "RepairAction": "Remove panel, repair frame, replace panel."
-      },
-      "DS2": {
-        "Description": "Glass cracks.",
-        "RepairAction": "Remove panel, replace glass, replace panel."
-      }
-    }
-  },
-  "B.20.23.053": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Corner Cond. Specimen, combined; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1.89:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Panel damage (no glass damage).",
-        "RepairAction": "Remove panel, repair frame, replace panel."
-      },
-      "DS2": {
-        "Description": "Glass cracks.",
-        "RepairAction": "Remove panel, replace glass, replace panel."
-      }
-    }
-  },
-  "B.20.23.054": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Corner Cond. Specimen, Short side; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 2.83:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Panel damage (no glass damage).",
-        "RepairAction": "Remove panel, repair frame, replace panel."
-      },
-      "DS2": {
-        "Description": "Glass cracks.",
-        "RepairAction": "Remove panel, replace glass, replace panel."
-      }
-    }
-  },
-  "B.20.23.055": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Planar Specimen; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1.88:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Panel damage (no glass damage).",
-        "RepairAction": "Remove panel, repair frame, replace panel."
-      },
-      "DS2": {
-        "Description": "Glass cracks.",
-        "RepairAction": "Remove panel, replace glass, replace panel."
-      }
-    }
-  },
-  "B.20.23.056": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Corner Cond. Specimen, in-plane; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1.88:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Panel damage (no glass damage).",
-        "RepairAction": "Remove panel, repair frame, replace panel."
-      },
-      "DS2": {
-        "Description": "Glass cracks.",
-        "RepairAction": "Remove panel, replace glass, replace panel."
-      }
-    }
-  },
-  "B.20.23.057": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Corner Cond. Specimen, combined; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 1.88:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Panel damage (no glass damage).",
-        "RepairAction": "Remove panel, repair frame, replace panel."
-      },
-      "DS2": {
-        "Description": "Glass cracks.",
-        "RepairAction": "Remove panel, replace glass, replace panel."
-      }
-    }
-  },
-  "B.20.23.058": {
-    "Description": "Storefront, Config: Symmetric insulating glass units (dual-pane, equal-thickness IGU), Lamination: Not laminated, Glass Type: Full tempered, Details: 1 in. (25 mm) FT IGU [1/4 in. (6 mm) inner and outer panes], Corner Cond. Specimen, Short side; glass-frame clearance = 0.43 in. (11 mm); aspect ratio = 2.82:1 sealant = dry",
-    "Comments": "\nNotes: Median demand of 10% is intentional.  Physical testing did not cause frame or glass cracking damage at 10% drift.",
-    "SuggestedComponentBlockSize": "30 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Panel damage (no glass damage).",
-        "RepairAction": "Remove panel, repair frame, replace panel."
-      },
-      "DS2": {
-        "Description": "Glass cracks.",
-        "RepairAction": "Remove panel, replace glass, replace panel."
-      }
-    }
-  },
-  "B.30.11.011": {
-    "Description": "Concrete tile roof, tiles secured and compliant with UBC94",
-    "Comments": "Costing per roofing square (100 SF)\nConstruction Quality: Any\nSeismic Installation Conditions: Compliant with UBC 1994",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor damage; tiles dislodged.",
-        "RepairAction": "Reinstall dislodged tiles."
-      },
-      "DS2": {
-        "Description": "Major portion of tile dislodged.",
-        "RepairAction": "Reinstall dislodged tiles. "
-      }
-    }
-  },
-  "B.30.11.012": {
-    "Description": "Clay tile roof, tiles secured and compliant with UBC94",
-    "Comments": "Costing per roofing square (100 SF)\nConstruction Quality: Any\nSeismic Installation Conditions: Compliant with UBC 1994",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor damage; tiles dislodged.",
-        "RepairAction": "Replace and install dislodged tiles (assume 5% of area)"
-      },
-      "DS2": {
-        "Description": "Major portion of tile dislodged.",
-        "RepairAction": "Replace and install dislodged tiles."
-      }
-    }
-  },
-  "B.30.11.013": {
-    "Description": "Concrete tile roof, unsecured tiles",
-    "Comments": "Costing per roofing square (100 SF)\nConstruction Quality: Any\nSeismic Installation Conditions: Compliant with UBC 1994",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor damage; tiles dislodged.",
-        "RepairAction": "Reinstall dislodged tiles. "
-      },
-      "DS2": {
-        "Description": "Major portion of tile dislodged.",
-        "RepairAction": "Reinstall dislodged tiles. "
-      }
-    }
-  },
-  "B.30.11.014": {
-    "Description": "Clay tile roof, unsecured tiles",
-    "Comments": "Costing per roofing square (100 SF)\nConstruction Quality: Any\nSeismic Installation Conditions: Compliant with UBC 1994",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor damage; tiles dislodged.",
-        "RepairAction": "Replace and install dislodged tiles (assume 5% of area)"
-      },
-      "DS2": {
-        "Description": "Major portion of tile dislodged.",
-        "RepairAction": "Replace and install dislodged tiles."
-      }
-    }
-  },
-  "B.30.31.001a": {
-    "Description": "Masonry Chimney - unreinforced, non industrial, above roof 5 ft, replace with masonry",
-    "Comments": "Demand parameter shall be defined as the first floor peak floor acceleration.  Unreinforced masonry chimney as a component of wood frame buildings.  Includes firebox and chimney, excludes exterior veneer or ornamentation.  May include chimneys where the quality of reinforcing is unknown.  For multiple story buildings enter the chimney fragility once at the first floor, do not specify this fragility at subsequent elevated floors.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  ",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracking with offset > 1/16\"",
-        "RepairAction": "Rebuild above break or replace entire chimney.\nAddl comments (edit or delete as necessary):  Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  "
-      },
-      "DS2": {
-        "Description": "Toppling of all or a portion of the chimney.",
-        "RepairAction": "Rebuild above break or replace entire chimney."
-      }
-    }
-  },
-  "B.30.31.001b": {
-    "Description": "Masonry Chimney - unreinforced, non industrial, above roof 10 ft, replace with masonry",
-    "Comments": "Demand parameter shall be defined as the first floor peak floor acceleration.  Unreinforced masonry chimney as a component of wood frame buildings.  Includes firebox and chimney, excludes exterior veneer or ornamentation.  May include chimneys where the quality of reinforcing is unknown.  For multiple story buildings enter the chimney fragility once at the first floor, do not specify this fragility at subsequent elevated floors.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  ",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracking with offset > 1/16\"",
-        "RepairAction": "Rebuild above break or replace entire chimney.\nAddl comments (edit or delete as necessary):  Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  "
-      },
-      "DS2": {
-        "Description": "Toppling of all or a portion of the chimney.",
-        "RepairAction": "Rebuild above break or replace entire chimney."
-      }
-    }
-  },
-  "B.30.31.001c": {
-    "Description": "Masonry Chimney - unreinforced, non industrial, above roof 15 ft, replace with masonry",
-    "Comments": "Demand parameter shall be defined as the first floor peak floor acceleration.  Unreinforced masonry chimney as a component of wood frame buildings.  Includes firebox and chimney, excludes exterior veneer or ornamentation.  May include chimneys where the quality of reinforcing is unknown.  For multiple story buildings enter the chimney fragility once at the first floor, do not specify this fragility at subsequent elevated floors.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  ",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracking with offset > 1/16\"",
-        "RepairAction": "Rebuild above break or replace entire chimney.\nAddl comments (edit or delete as necessary):  Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  "
-      },
-      "DS2": {
-        "Description": "Toppling of all or a portion of the chimney.",
-        "RepairAction": "Rebuild above break or replace entire chimney."
-      }
-    }
-  },
-  "B.30.31.002a": {
-    "Description": "Masonry Chimney - unreinforced, non industrial, above roof 5 ft, replace with framing",
-    "Comments": "Demand parameter shall be defined as the first floor peak floor acceleration.  Unreinforced masonry chimney as a component of wood frame buildings.  Includes firebox and chimney, excludes exterior veneer or ornamentation.  May include chimneys where the quality of reinforcing is unknown.  For multiple story buildings enter the chimney fragility once at the first floor, do not specify this fragility at subsequent elevated floors.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  ",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracking with offset > 1/16\"",
-        "RepairAction": "Rebuild above break or replace entire chimney.\nAddl comments (edit or delete as necessary):  Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  "
-      },
-      "DS2": {
-        "Description": "Toppling of all or a portion of the chimney.",
-        "RepairAction": "Rebuild above break or replace entire chimney."
-      }
-    }
-  },
-  "B.30.31.002b": {
-    "Description": "Masonry Chimney - unreinforced, non industrial, above roof 10 ft, replace with framing",
-    "Comments": "Demand parameter shall be defined as the first floor peak floor acceleration.  Unreinforced masonry chimney as a component of wood frame buildings.  Includes firebox and chimney, excludes exterior veneer or ornamentation.  May include chimneys where the quality of reinforcing is unknown.  For multiple story buildings enter the chimney fragility once at the first floor, do not specify this fragility at subsequent elevated floors.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  ",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracking with offset > 1/16\"",
-        "RepairAction": "Rebuild above break or replace entire chimney.\nAddl comments (edit or delete as necessary):  Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  "
-      },
-      "DS2": {
-        "Description": "Toppling of all or a portion of the chimney.",
-        "RepairAction": "Rebuild above break or replace entire chimney."
-      }
-    }
-  },
-  "B.30.31.002c": {
-    "Description": "Masonry Chimney - unreinforced, non industrial, above roof 15 ft, replace with framing",
-    "Comments": "Demand parameter shall be defined as the first floor peak floor acceleration.  Unreinforced masonry chimney as a component of wood frame buildings.  Includes firebox and chimney, excludes exterior veneer or ornamentation.  May include chimneys where the quality of reinforcing is unknown.  For multiple story buildings enter the chimney fragility once at the first floor, do not specify this fragility at subsequent elevated floors.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  ",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracking with offset > 1/16\"",
-        "RepairAction": "Rebuild above break or replace entire chimney.\nAddl comments (edit or delete as necessary):  Rebuilding with masonry will restore the chimney to its pre-earthquake condition.  Some jurisdictions prohibit unreinforced reconstruction and require either replacement of the damaged portion of the chimney with a metal flue within wood frame chase or a complete removal of the existing fireplace and chimney with replacement with a code compliant reinforced masonry design.  \nToppled chimney may cause damage to adjacent structure.  "
-      },
-      "DS2": {
-        "Description": "Toppling of all or a portion of the chimney.",
-        "RepairAction": "Rebuild above break or replace entire chimney."
-      }
-    }
-  },
-  "B.30.41.001": {
-    "Description": "Masonry Parapet - unreinforced, unbraced",
-    "Comments": "Unreinforced and unbraced masonry parapet as a component of a masonry building.  Parapet height / width of approximately 3.  Costing based upon repair of 3ft tall x 10ft segment.\nConstruction Quality: Normal\nSeismic Installation Conditions: All",
-    "SuggestedComponentBlockSize": "10 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracking with offset > 1/16\"",
-        "RepairAction": "Replace and reinforce"
-      },
-      "DS2": {
-        "Description": "Toppling of all or portion of parapet.",
-        "RepairAction": "Replace and reinforce"
-      }
-    }
-  },
-  "C.10.11.001a": {
-    "Description": "Wall Partition, Type: Gypsum with metal studs, Full Height, Fixed Below, Fixed Above",
-    "Comments": "Quantity is based upon 13'x100' Panels.  Quantity of wall damaged varies by damage state.\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Screw pop-out, cracking of wall board, warping or cracking of tape, slight crushing of wall panel at corners.",
-        "RepairAction": "Retape joints, paste and repaint.  May require cutting and replacing corner sections of board.  Repair 5% wallboard, 10% retape, 25% repaint."
-      },
-      "DS2": {
-        "Description": "Moderate cracking or crushing of gypsum wall boards (typically in corners).  Moderate corner gap openings, bending of boundary studs.",
-        "RepairAction": "Remove and replace 10% of wall board (both sides), retape and paste 25% of wall, paint 50% of wall.  Replace boundary studs of approximately 5 intersections per 100 ft of wall length."
-      },
-      "DS3": {
-        "Description": "Buckling of studs and tearing of tracks.  Tearing or bending of top track, tearing at corners with transverse walls, large gap openings, walls displaced.",
-        "RepairAction": "Remove and replace 50% of length of metal stud wall, 50% of both sides of the gypsum, and any embedded utilities.  Retape and paste as required.  Repaint 100%."
-      }
-    }
-  },
-  "C.10.11.001b": {
-    "Description": "Wall Partition, Type: Gypsum with metal studs, Partial Height, Fixed Below, Lateral Braced Above",
-    "Comments": "Quantity is based upon 13'x100' Panels.  Quantity of wall damaged varies by damage state.\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Screw pop-out, cracking of wall board, warping or cracking of tape, slight crushing of wall panel at corners.",
-        "RepairAction": "Retape joints, paste and repaint.  May require cutting and replacing corner sections of board.  Repair 5% wallboard, 10% retape, 25% repaint."
-      },
-      "DS2": {
-        "Description": "Moderate cracking or crushing of gypsum wall boards (typically in corners).  Moderate corner gap openings, bending of boundary studs.",
-        "RepairAction": "Remove and replace 10% of wall board (both sides), retape and paste 25% of wall, paint 50% of wall.  Replace boundary studs of approximately 5 intersections per 100 ft of wall length."
-      },
-      "DS3": {
-        "Description": "Buckling of studs and tearing of tracks.  Tearing or bending of top track, tearing at corners with transverse walls, large gap openings, walls displaced.",
-        "RepairAction": "Remove and replace 50% of length of metal stud wall, 50% of both sides of the gypsum, and any embedded utilities.  Retape and paste as required.  Repaint 100%."
-      }
-    }
-  },
-  "C.10.11.001c": {
-    "Description": "Wall Partition, Type: Gypsum with metal studs, Full Height, Fixed Below, Slip Track Above with returns",
-    "Comments": "Quantity is based upon 13'x100' Panels.  Quantity of wall damaged varies by damage state.\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Screw pop-out, cracking of wall board, warping or cracking of tape, slight crushing of wall panel at corners.",
-        "RepairAction": "Retape joints, paste and repaint.  May require cutting and replacing corner sections of board.  Repair 5% wallboard, 10% retape, 25% repaint."
-      },
-      "DS2": {
-        "Description": "Moderate cracking or crushing of gypsum wall boards (typically in corners).  Moderate corner gap openings, bending of boundary studs.",
-        "RepairAction": "Remove and replace 10% of wall board (both sides), retape and paste 25% of wall, paint 50% of wall.  Replace boundary studs of approximately 5 intersections per 100 ft of wall length."
-      },
-      "DS3": {
-        "Description": "Buckling of studs and tearing of tracks.  Tearing or bending of top track, tearing at corners with transverse walls, large gap openings, walls displaced.",
-        "RepairAction": "Remove and replace 50% of length of metal stud wall, 50% of both sides of the gypsum, and any embedded utilities.  Retape and paste as required.  Repaint 100%."
-      }
-    }
-  },
-  "C.10.11.001d": {
-    "Description": "Wall Partition, Type: Gypsum with metal studs, Full Height, Fixed Below, Slip Track Above w/o returns (friction connections)",
-    "Comments": "Quantity is based upon 13'x100' Panels.  Quantity of wall damaged varies by damage state.\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Screw pop-out, cracking of wall board, warping or cracking of tape, slight crushing of wall panel at corners.",
-        "RepairAction": "Retape joints, paste and repaint.  May require cutting and replacing corner sections of board.  Repair 5% wallboard, 10% retape, 25% repaint."
-      },
-      "DS2": {
-        "Description": "Moderate cracking or crushing of gypsum wall boards (typically in corners).  Moderate corner gap openings, bending of boundary studs.",
-        "RepairAction": "Remove and replace 10% of wall board (both sides), retape and paste 25% of wall, paint 50% of wall.  Replace boundary studs of approximately 5 intersections per 100 ft of wall length."
-      }
-    }
-  },
-  "C.10.11.011a": {
-    "Description": "Wall Partition, Type: Gypsum with wood studs, Full Height, Fixed Below, Fixed Above",
-    "Comments": "Quantity is based upon 13'x100' Panels.  Quantity of wall damaged varies by damage state.\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Cracking of paint over fasteners or joints.",
-        "RepairAction": "Gypsum wallboard repaired by replacing the tape along the seam of two adjacent panels, applying new joint compound, sanding, and repainting."
-      },
-      "DS2": {
-        "Description": "Local and global buckling out-of-plane and crushing of gypsum wallboards.  Studs are typically not damaged by failure of the gypsum wallboard.",
-        "RepairAction": "Replace 25 feet of the affected panel along with the application of new tape, joint compound, followed by sanding and repainting.  Studs are not damaged."
-      },
-      "DS3": {
-        "Description": "Local and global buckling out-of-plane and crushing of gypsum wallboards.  Studs are typically not damaged by failure of the gypsum wallboard.",
-        "RepairAction": "Replace 100 feet of the affected panel along with the application of new tape, joint compound, followed by sanding and repainting.  Studs are not damaged."
-      }
-    }
-  },
-  "C.20.11.001a": {
-    "Description": "Prefabricated steel stair with steel treads and landings with seismic joints that accommodate drift.",
-    "Comments": "Flexible stair with seismic interstory slip joint.  Steel prefab stringers, steel or concrete filled pan treads.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Non structural damage, local steel yielding.",
-        "RepairAction": "Patch, paint."
-      },
-      "DS2": {
-        "Description": "Structural damage but live load capacity remains intact.  Buckling of steel, weld cracking.",
-        "RepairAction": "Removal and replacement of damaged components.  Field repair of damage (such as welding).  Repair finsihes."
-      },
-      "DS3": {
-        "Description": "Loss of live load capacity.  Connection and or weld fracture.",
-        "RepairAction": "Replace stair and handrail.  Repair and replace affected soffits and floor finishes."
-      }
-    }
-  },
-  "C.20.11.001b": {
-    "Description": "Prefabricated steel stair with steel treads and landings with no seismic joint.",
-    "Comments": "Flexible stair without seismic interstory slip joint.  Steel prefab stringers, steel or concrete filled pan treads.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Confirm median demand and dispersion values",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Non structural damage, local steel yielding.",
-        "RepairAction": "Patch, paint."
-      },
-      "DS2": {
-        "Description": "Buckling of steel, weld cracking.",
-        "RepairAction": "Removal and replacement of damaged components.  Field repair of damage (such as welding).  Repair finsihes."
-      },
-      "DS3": {
-        "Description": "Loss of live load capacity.  Connection and or weld fracture.",
-        "RepairAction": "Replace stair and handrail.  Repair and replace affected soffits and floor finishes."
-      }
-    }
-  },
-  "C.20.11.011a": {
-    "Description": "Non-monolithic precast concrete stair assembly with concrete stringers and treads with seismic joints that accommodate drift.",
-    "Comments": "Rigid stair with seismic interstory drift joint.  Precast concrete stair.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Non structural damage, local concrete cracking, localized concrete spalling, localized rebar yielding.",
-        "RepairAction": "Patch, paint, epoxy injection.  Repair finishes."
-      },
-      "DS2": {
-        "Description": "Structural damage but live load capacity remains intact.  Extensive concrete cracking, concrete crushing, buckling of rebar.",
-        "RepairAction": "Remove damaged components, install replacement components."
-      },
-      "DS3": {
-        "Description": "Loss of live load capacity.  Extensive concrete crushing, connection failure.",
-        "RepairAction": "Replace stair and handrail.  Repair and replace affected soffits and floor finishes."
-      }
-    }
-  },
-  "C.20.11.011b": {
-    "Description": "Non-monolithic precast concrete stair assembly with concrete stringers and treads with no seismic joint.",
-    "Comments": "Rigid stair without seismic interstory drift joint.  Precast concrete stair.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Confirm median demand and dispersion values.  Base document noted that there was insufficient data to establish median demand or dispersion values.  The median demand and dispersion values listed are from a best fit approximation of the data performed by MKA.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Non structural damage, local concrete cracking, localized concrete spalling, localized rebar yielding.",
-        "RepairAction": "Patch, paint, epoxy injection.  Repair finishes."
-      },
-      "DS2": {
-        "Description": "Structural damage but live load capacity remains intact.  Extensive concrete cracking, concrete crushing, buckling of rebar.",
-        "RepairAction": "Remove damaged components, install replacement components."
-      },
-      "DS3": {
-        "Description": "Loss of live load capacity.  Extensive concrete crushing, connection failure.",
-        "RepairAction": "Replace stair and handrail.  Repair and replace affected soffits and floor finishes."
-      }
-    }
-  },
-  "C.20.11.021a": {
-    "Description": "Monolithic cast-in-place and precast concrete stairs with seismic joints that accommodate drift - replace in kind if replacement is required.",
-    "Comments": "Cast in place concrete stair, with seismic interstory drift joint\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local concrete cracking, localized concrete spalling",
-        "RepairAction": "Protect surrounding space, epoxy inject cracks, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      },
-      "DS2": {
-        "Description": "Extensive concrete cracking, concrete crushing",
-        "RepairAction": "Protect floor, cut out damaged areas, repair buckled rebar, patch / cast concrete, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      },
-      "DS3": {
-        "Description": "Loss of live load capacity.  ",
-        "RepairAction": "Protect area, remove damaged stair including landings and handrails.  Remove and reinstall damaged soffit and mechanical systems.  Replace stair, landings, and handrail.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      }
-    }
-  },
-  "C.20.11.021b": {
-    "Description": "Monolithic cast-in-place and precast concrete stairs with no seismic joints - replace in kind if replacement is required.",
-    "Comments": "Cast in place concrete stair, no seismic interstory drift joint\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local concrete cracking, localized concrete spalling",
-        "RepairAction": "Protect surrounding space, epoxy inject cracks, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      },
-      "DS2": {
-        "Description": "Extensive concrete cracking, concrete crushing",
-        "RepairAction": "Protect floor, cut out damaged areas, repair buckled rebar, patch / cast concrete, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      },
-      "DS3": {
-        "Description": "Loss of live load capacity.  ",
-        "RepairAction": "Protect area, remove damaged stair including landings and handrails.  Remove and reinstall damaged soffit and mechanical systems.  Replace stair, landings, and handrail.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      }
-    }
-  },
-  "C.20.11.021c": {
-    "Description": "Monolithic cast-in-place and precast concrete stairs with seismic joints that accommodate drift - replace with prefabricated steel stair if replacement is required.",
-    "Comments": "Cast in place concrete stair, with seismic interstory drift joint\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local concrete cracking, localized concrete spalling",
-        "RepairAction": "Protect surrounding space, epoxy inject cracks, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      },
-      "DS2": {
-        "Description": "Extensive concrete cracking, concrete crushing",
-        "RepairAction": "Protect floor, cut out damaged areas, repair buckled rebar, patch / cast concrete, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      },
-      "DS3": {
-        "Description": "Loss of live load capacity.  ",
-        "RepairAction": "Protect area, remove damaged stair including landings and handrails.  Remove and reinstall damaged soffit and mechanical systems.  Replace stair, landings, and handrail.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      }
-    }
-  },
-  "C.20.11.021d": {
-    "Description": "Monolithic cast-in-place and precast concrete stairs with no seismic joints - replace with prefabricated steel stair if replacement is required.",
-    "Comments": "Cast in place concrete stair, no seismic interstory drift joint\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Local concrete cracking, localized concrete spalling",
-        "RepairAction": "Protect surrounding space, epoxy inject cracks, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      },
-      "DS2": {
-        "Description": "Extensive concrete cracking, concrete crushing",
-        "RepairAction": "Protect floor, cut out damaged areas, repair buckled rebar, patch / cast concrete, repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      },
-      "DS3": {
-        "Description": "Loss of live load capacity.  ",
-        "RepairAction": "<missing data>"
-      }
-    }
-  },
-  "C.20.11.031a": {
-    "Description": "Hybrid stair assembly with steel stringers and concrete treads and landings with seismic joints that accommodate drift.",
-    "Comments": "Stair consists of steel stringers with precast treads rigidly linked to stringer\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Localized steel yielding.",
-        "RepairAction": "Protect surrounding space.  Minor repair of finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      },
-      "DS2": {
-        "Description": "Buckling of steel, weld cracking.",
-        "RepairAction": "Protect floor, cut out damaged areas, reweld.  Repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      },
-      "DS3": {
-        "Description": "Loss of live load capacity.  ",
-        "RepairAction": "Protect area, remove damaged stair including landings and handrails.  Remove and reinstall damaged soffit and mechanical systems.  Replace stair, landings, and handrail.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      }
-    }
-  },
-  "C.20.11.031b": {
-    "Description": "Hybrid stair assembly with steel stringers and concrete treads and landings with no seismic joints.",
-    "Comments": "Stair consists of steel stringers with precast treads rigidly linked to stringer\nConstruction Quality: Normal\nSeismic Installation Conditions: All",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Localized steel yielding.",
-        "RepairAction": "Protect surrounding space.  Minor repair of finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      },
-      "DS2": {
-        "Description": "Buckling of steel, weld cracking.",
-        "RepairAction": "Protect floor, cut out damaged areas, reweld.  Repair finishes.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      },
-      "DS3": {
-        "Description": "Loss of live load capacity.  ",
-        "RepairAction": "Protect area, remove damaged stair including landings and handrails.  Remove and reinstall damaged soffit and mechanical systems.  Replace stair, landings, and handrail.  Modify or relocate mechanical and electrical as required for repair work.  Repair finishes."
-      }
-    }
-  },
-  "C.30.11.001a": {
-    "Description": "Wall Partition, Type: Gypsum + Wallpaper, Full Height, Fixed Below, Fixed Above",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Wall paper warped and torn.",
-        "RepairAction": "Remove existing wall paper (or wall) and install new wall paper for full 100 foot length of wall.  Existing wall damage per wall type NISTIR file."
-      }
-    }
-  },
-  "C.30.11.001b": {
-    "Description": "Wall Partition, Type: Gypsum + Wallpaper, Partial Height, Fixed Below, Lateral Braced Above",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Wall paper warped and torn.",
-        "RepairAction": "Remove existing wall paper (or wall) and install new wall paper for full 100 foot length of wall.  Existing wall damage per wall type NISTIR file."
-      }
-    }
-  },
-  "C.30.11.001c": {
-    "Description": "Wall Partition, Type: Gypsum + Wallpaper, Full Height, Fixed Below, Slip Track Above w/ returns (friction connection)",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Wall paper warped and torn.",
-        "RepairAction": "Remove existing wall paper (or wall) and install new wall paper for full 100 foot length of wall.  Existing wall damage per wall type NISTIR file."
-      }
-    }
-  },
-  "C.30.11.001d": {
-    "Description": "Wall Partition, Type: Gypsum + Wallpaper, Full Height, Fixed Below, Slip Track Above w/o returns (friction connection)",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Wall paper warped and torn.",
-        "RepairAction": "Remove existing wall paper (or wall) and install new wall paper for full 100 foot length of wall.  Existing wall damage per wall type NISTIR file."
-      }
-    }
-  },
-  "C.30.11.002a": {
-    "Description": "Wall Partition, Type: Gypsum + Ceramic Tile, Full Height, Fixed Below, Fixed Above",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor cracked joints and tile.",
-        "RepairAction": "Carefully remove cracked tile and grout at cracked joints, install new ceramic tile and re-grout joints for 10% of  full 100 foot length of wall.  Existing wall board will remain in place."
-      },
-      "DS2": {
-        "Description": "Cracked joints and tile.",
-        "RepairAction": "Install ceramic tile and grout all joints for full 100 foot length of wall.  Note: gypsum wall board will also be removed and replaced which means the removal of ceramic tile will be part of the gypsum wall board removal. "
-      }
-    }
-  },
-  "C.30.11.002b": {
-    "Description": "Wall Partition, Type: Gypsum + Ceramic Tile, Partial Height, Fixed Below, Lateral Braced Above",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor cracked joints and tile.",
-        "RepairAction": "Carefully remove cracked tile and grout at cracked joints, install new ceramic tile and re-grout joints for 10% of  full 100 foot length of wall.  Existing wall board will remain in place."
-      },
-      "DS2": {
-        "Description": "Cracked joints and tile.",
-        "RepairAction": "Install ceramic tile and grout all joints for full 100 foot length of wall.  Note: gypsum wall board will also be removed and replaced which means the removal of ceramic tile will be part of the gypsum wall board removal. "
-      }
-    }
-  },
-  "C.30.11.002c": {
-    "Description": "Wall Partition, Type: Gypsum + Ceramic Tile, Full Height, Fixed Below, Slip Track Above w/ returns (friction connection)",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor cracked joints and tile.",
-        "RepairAction": "Carefully remove cracked tile and grout at cracked joints, install new ceramic tile and re-grout joints for 10% of  full 100 foot length of wall.  Existing wall board will remain in place."
-      },
-      "DS2": {
-        "Description": "Cracked joints and tile.",
-        "RepairAction": "Install ceramic tile and grout all joints for full 100 foot length of wall.  Note: gypsum wall board will also be removed and replaced which means the removal of ceramic tile will be part of the gypsum wall board removal. "
-      }
-    }
-  },
-  "C.30.11.002d": {
-    "Description": "Wall Partition, Type: Gypsum + Ceramic Tile, Full Height, Fixed Below, Slip Track Above w/o returns (friction connection)",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor cracked joints and tile.",
-        "RepairAction": "Carefully remove cracked tile and grout at cracked joints, install new ceramic tile and re-grout joints for 10% of  full 100 foot length of wall.  Existing wall board will remain in place."
-      },
-      "DS2": {
-        "Description": "Cracked joints and tile.",
-        "RepairAction": "Install ceramic tile and grout all joints for full 100 foot length of wall.  Note: gypsum wall board will also be removed and replaced which means the removal of ceramic tile will be part of the gypsum wall board removal. "
-      }
-    }
-  },
-  "C.30.11.003a": {
-    "Description": "Wall Partition, Type: High End Marble or Wood Panel, Full Height, Fixed Below, Fixed Above",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "minor cracked joints and minor cracks in marble / wood paneling.",
-        "RepairAction": "Carefully remove cracked marble/paneling and grout at cracked joints, and install new marble/paneling and re-grout joints for 10% of full 100 foot length of wall.  Existing wall board will remain place."
-      },
-      "DS2": {
-        "Description": "significant cracks in marble / wood paneling.",
-        "RepairAction": "Install new marble/paneling for full 100 foot length of wall.  Note: the gypsum wall board will also be removed and replaced which means the removal of the marble/paneling will be part of the gypsum wall board removal. "
-      }
-    }
-  },
-  "C.30.11.003b": {
-    "Description": "Wall Partition, Type: High End Marble or Wood Panel, Partial Height, Fixed Below, Lateral Braced Above",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "minor cracked joints and minor cracks in marble / wood paneling.",
-        "RepairAction": "Carefully remove cracked marble/paneling and grout at cracked joints, and install new marble/paneling and re-grout joints for 10% of full 100 foot length of wall.  Existing wall board will remain place."
-      },
-      "DS2": {
-        "Description": "significant cracks in marble / wood paneling.",
-        "RepairAction": "Install new marble/paneling for full 100 foot length of wall.  Note: the gypsum wall board will also be removed and replaced which means the removal of the marble/paneling will be part of the gypsum wall board removal. "
-      }
-    }
-  },
-  "C.30.11.003c": {
-    "Description": "Wall Partition, Type: High End Marble or Wood Panel, Full Height, Fixed Below, Slip Track Above w/ returns (friction connection)",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "minor cracked joints and minor cracks in marble / wood paneling.",
-        "RepairAction": "Carefully remove cracked marble/paneling and grout at cracked joints, and install new marble/paneling and re-grout joints for 10% of full 100 foot length of wall.  Existing wall board will remain place."
-      },
-      "DS2": {
-        "Description": "significant cracks in marble / wood paneling.",
-        "RepairAction": "Install new marble/paneling for full 100 foot length of wall.  Note: the gypsum wall board will also be removed and replaced which means the removal of the marble/paneling will be part of the gypsum wall board removal. "
-      }
-    }
-  },
-  "C.30.11.003d": {
-    "Description": "Wall Partition, Type: High End Marble or Wood Panel, Full Height, Fixed Below, Slip Track Above w/o returns (friction connection)",
-    "Comments": "Costing based upon 9'x100' Panels\nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "100 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "minor cracked joints and minor cracks in marble / wood paneling.",
-        "RepairAction": "Carefully remove cracked marble/paneling and grout at cracked joints, and install new marble/paneling and re-grout joints for 10% of full 100 foot length of wall.  Existing wall board will remain place."
-      },
-      "DS2": {
-        "Description": "significant cracks in marble / wood paneling.",
-        "RepairAction": "Install new marble/paneling for full 100 foot length of wall.  Note: the gypsum wall board will also be removed and replaced which means the removal of the marble/paneling will be part of the gypsum wall board removal. "
-      }
-    }
-  },
-  "C.30.21.001a": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Office - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be carpet or vinyl. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.  ",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001b": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Office - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be carpet or vinyl. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001c": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Laboratory - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be sheet vinyl. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001d": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Laboratory - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be sheet vinyl. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001e": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Hospital - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be sheet vinyl. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001f": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Hospital - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be sheet vinyl. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001g": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - School - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be vinyl composition tile. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001h": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - School - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be vinyl composition tile. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001i": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Apartments - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be carpet. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001j": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Apartments - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be carpet. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001k": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Retail - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be vinyl composition tile. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001l": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Retail - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be vinyl composition tile. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001m": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Warehouse - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be sealed concrete. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001n": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Warehouse - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be sealed concrete. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001o": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Hospitality - Dry",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be carpet. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.21.001p": {
-    "Description": "Generic Floor Covering - Flooding of floor caused by failure of pipe - Hospitality - Humid",
-    "Comments": "The user needs to review the fragilities of all piping modeled in the ceiling of the floor and input the peak floor acceleration value for the pipe with the lowest median peak floor acceleration value, along with the associated total dispersion (beta).  Flooring type assumed to be carpet. Available costs are per one square foot of floor area.  \nConstruction Quality: Normal",
-    "SuggestedComponentBlockSize": "1 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Flooding of all or a portion of the total floor associated with a major leakage of a pipe.",
-        "RepairAction": "Replace or dry out of the affected flooring materials, equipment and contents.  Remove areas that could be affected by mold.  Potentially considerable downtime.  Cleanup and replacement of all water damaged items on floor.  User must establish area of floor with flooding.  Default recommendation is flooding of total floor area.  Damage to unit floor area shall be entered to consequence which is multiplied by PACT \"Fragility Unit of Measure\"."
-      }
-    }
-  },
-  "C.30.27.001": {
-    "Description": "Raised Access Floor, non seismically rated.",
-    "Comments": "Access floor unanchored or anchored with adhesive.  Costing is based upon a xxx SF floor area.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Consequence Note:  Some downtime for repair of floor and equipment.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor damage to the flooring system.  Damage to the equipment of the flooring system.",
-        "RepairAction": "Repair the flooring system, assume cost equal to 5% of the replacement cost.  Repair the flooring equipment, assume a cost equal to 10% of the replacement cost."
-      }
-    }
-  },
-  "C.30.27.002": {
-    "Description": "Raised Access Floor, seismically rated.",
-    "Comments": "Access floor is designed to meet code requirements and mechanically anchored and braced as necessary to resist anchor loads.  Equipment is anchored to floor systems and heavier equipment is anchored directly to the structural floor.  Costing is based upon a xxx SF floor area.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Consequence Note:  Some downtime for repair of floor and equipment.",
-    "SuggestedComponentBlockSize": "100 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor damage to the flooring system.  Damage to the equipment of the flooring system.",
-        "RepairAction": "Repair the flooring system, assume cost equal to 5% of the replacement cost.  Repair the flooring equipment, assume a cost equal to 10% of the replacement cost."
-      }
-    }
-  },
-  "C.30.32.001a": {
-    "Description": "Suspended Ceiling, SDC A,B,C, Area (A): A < 250, Vert support only",
-    "Comments": "Costing for each 250 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wires only.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A, B, or C",
-    "SuggestedComponentBlockSize": "250 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "5 % of ceiling grid and tile damage.  ",
-        "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-      },
-      "DS2": {
-        "Description": "30% of ceiling grid and tile damage.",
-        "RepairAction": "Replace 30% of the ceiling area."
-      },
-      "DS3": {
-        "Description": "50% of ceiling grid and tile damage.",
-        "RepairAction": "Replace the entire ceiling "
-      }
-    }
-  },
-  "C.30.32.001b": {
-    "Description": "Suspended Ceiling, SDC A,B,C, Area (A): 250 < A < 1000, Vert support only",
-    "Comments": "Costing for each 600 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wires only.    Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A, B, or C",
-    "SuggestedComponentBlockSize": "600 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "5 % of ceiling grid and tile damage.  ",
-        "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-      },
-      "DS2": {
-        "Description": "30% of ceiling grid and tile damage.",
-        "RepairAction": "Replace 30% of the ceiling area."
-      },
-      "DS3": {
-        "Description": "50% of ceiling grid and tile damage.",
-        "RepairAction": "Replace the entire ceiling "
-      }
-    }
-  },
-  "C.30.32.001c": {
-    "Description": "Suspended Ceiling, SDC A,B,C, Area (A): 1000 < A < 2500, Vert support only",
-    "Comments": "Costing for each 1800 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wires only.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A, B, or C",
-    "SuggestedComponentBlockSize": "1800 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "5 % of ceiling grid and tile damage.  ",
-        "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-      },
-      "DS2": {
-        "Description": "30% of ceiling grid and tile damage.",
-        "RepairAction": "Replace 30% of the ceiling area."
-      },
-      "DS3": {
-        "Description": "50% of ceiling grid and tile damage.",
-        "RepairAction": "Replace the entire ceiling "
-      }
-    }
-  },
-  "C.30.32.001d": {
-    "Description": "Suspended Ceiling, SDC A,B,C, Area (A): A > 2500, Vert support only",
-    "Comments": "Costing for each 2500 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wires only.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A, B, or C",
-    "SuggestedComponentBlockSize": "2500 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "5 % of ceiling grid and tile damage.  ",
-        "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-      },
-      "DS2": {
-        "Description": "30% of ceiling grid and tile damage.",
-        "RepairAction": "Replace 30% of the ceiling area."
-      },
-      "DS3": {
-        "Description": "50% of ceiling grid and tile damage.",
-        "RepairAction": "Replace the entire ceiling "
-      }
-    }
-  },
-  "C.30.32.003a": {
-    "Description": "Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): A < 250, Vert & Lat support",
-    "Comments": "Costing for each 250 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.   Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D or E (Ip = 1.0)",
-    "SuggestedComponentBlockSize": "250 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "5 % of ceiling grid and tile damage.  ",
-        "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-      },
-      "DS2": {
-        "Description": "30% of ceiling grid and tile damage.",
-        "RepairAction": "Replace 30% of the ceiling area."
-      },
-      "DS3": {
-        "Description": "50% of ceiling grid and tile damage.",
-        "RepairAction": "Replace the entire ceiling "
-      }
-    }
-  },
-  "C.30.32.003b": {
-    "Description": "Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): 250 < A < 1000, Vert & Lat support",
-    "Comments": "Costing for each 600 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.    Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D or E (Ip = 1.0)",
-    "SuggestedComponentBlockSize": "600 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "5 % of ceiling grid and tile damage.  ",
-        "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-      },
-      "DS2": {
-        "Description": "30% of ceiling grid and tile damage.",
-        "RepairAction": "Replace 30% of the ceiling area."
-      },
-      "DS3": {
-        "Description": "50% of ceiling grid and tile damage.",
-        "RepairAction": "Replace the entire ceiling "
-      }
-    }
-  },
-  "C.30.32.003c": {
-    "Description": "Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): 1000 < A < 2500, Vert & Lat support",
-    "Comments": "Costing for each 1800 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D or E (Ip = 1.0)",
-    "SuggestedComponentBlockSize": "1800 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "5 % of ceiling grid and tile damage.  ",
-        "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-      },
-      "DS2": {
-        "Description": "30% of ceiling grid and tile damage.",
-        "RepairAction": "Replace 30% of the ceiling area."
-      },
-      "DS3": {
-        "Description": "50% of ceiling grid and tile damage.",
-        "RepairAction": "Replace the entire ceiling "
-      }
-    }
-  },
-  "C.30.32.003d": {
-    "Description": "Suspended Ceiling, SDC D,E (Ip=1.0), Area (A): A > 2500, Vert & Lat support",
-    "Comments": "Costing for each 2500 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D or E (Ip = 1.0)",
-    "SuggestedComponentBlockSize": "2500 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "5 % of ceiling grid and tile damage.  ",
-        "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-      },
-      "DS2": {
-        "Description": "30% of ceiling grid and tile damage.",
-        "RepairAction": "Replace 30% of the ceiling area."
-      },
-      "DS3": {
-        "Description": "50% of ceiling grid and tile damage.",
-        "RepairAction": "Replace the entire ceiling "
-      }
-    }
-  },
-  "C.30.32.004a": {
-    "Description": "Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): A < 250, Vert & Lat support",
-    "Comments": "Costing for each 250 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Special Inspection (e.g. OSHPD)\nSeismic Installation Conditions: SDC D, E or F (Ip = 1.5)",
-    "SuggestedComponentBlockSize": "250 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "5 % of ceiling grid and tile damage.  ",
-        "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-      },
-      "DS2": {
-        "Description": "30% of ceiling grid and tile damage.",
-        "RepairAction": "Replace 30% of the ceiling area."
-      },
-      "DS3": {
-        "Description": "50% of ceiling grid and tile damage.",
-        "RepairAction": "Replace the entire ceiling "
-      }
-    }
-  },
-  "C.30.32.004b": {
-    "Description": "Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): 250 < A < 1000, Vert & Lat support",
-    "Comments": "Costing for each 600 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Special Inspection (e.g. OSHPD)\nSeismic Installation Conditions: SDC D, E or F (Ip = 1.5)",
-    "SuggestedComponentBlockSize": "600 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "5 % of ceiling grid and tile damage.  ",
-        "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-      },
-      "DS2": {
-        "Description": "30% of ceiling grid and tile damage.",
-        "RepairAction": "Replace 30% of the ceiling area."
-      },
-      "DS3": {
-        "Description": "50% of ceiling grid and tile damage.",
-        "RepairAction": "Replace the entire ceiling "
-      }
-    }
-  },
-  "C.30.32.004c": {
-    "Description": "Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): 1000 < A < 2500, Vert & Lat support",
-    "Comments": "Costing for each 1800 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Special Inspection (e.g. OSHPD)\nSeismic Installation Conditions: SDC D, E or F (Ip = 1.5)",
-    "SuggestedComponentBlockSize": "1800 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "5 % of ceiling grid and tile damage.  ",
-        "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-      },
-      "DS2": {
-        "Description": "30% of ceiling grid and tile damage.",
-        "RepairAction": "Replace 30% of the ceiling area."
-      },
-      "DS3": {
-        "Description": "50% of ceiling grid and tile damage.",
-        "RepairAction": "Replace the entire ceiling "
-      }
-    }
-  },
-  "C.30.32.004d": {
-    "Description": "Suspended Ceiling, SDC D,E,F (Ip=1.5), Area (A): A > 2500, Vert & Lat support",
-    "Comments": "Costing for each 2500 SF Unit, Suspended Lay-in Acoustic Tile Ceiling, Support:  Vertical hanging wire, diagonal wires, and compression posts, 2 inch wide ledger support angles at wall and oversize holes around tile openings.  Includes lighting fixtures in suspended ceiling.\nConstruction Quality: Special Inspection (e.g. OSHPD)\nSeismic Installation Conditions: SDC D, E or F (Ip = 1.5)",
-    "SuggestedComponentBlockSize": "2500 SF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "5 % of ceiling grid and tile damage.  ",
-        "RepairAction": "Reinstall, repair, or replace 5% of the ceiling area."
-      },
-      "DS2": {
-        "Description": "30% of ceiling grid and tile damage.",
-        "RepairAction": "Replace 30% of the ceiling area."
-      },
-      "DS3": {
-        "Description": "50% of ceiling grid and tile damage.",
-        "RepairAction": "Replace the entire ceiling "
-      }
-    }
-  },
-  "C.30.34.001": {
-    "Description": "Independent Pendant Lighting - non seismic",
-    "Comments": "Horizontal light fixtures 4 to 16 ft long suspended 12 to 24 inches from ceiling.  No seismic design or bracing.  Hung from ceiling above by two or more rods or cables.  \nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Low cost industrial hung lighting in warehouse or gymnasium that is not part of suspended ceiling or hanging from a suspended ceiling space.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Disassembly of rod system at connections with horizontal light fixture, low cycle fatigue failure of the threaded rod, pullout of rods from ceiling assembly.",
-        "RepairAction": "Replace damaged lighting components."
-      }
-    }
-  },
-  "C.30.34.002": {
-    "Description": "Independent Pendant Lighting - seismically rated",
-    "Comments": "Horizontal light fixtures 4 to 16 ft long suspended 12 to 24 inches from ceiling.  Hung from ceiling above by two or more rods or cables.  Fixture and rods or cables are either designed for seismic movements or are laterally braced to prevent sway.\nConstruction Quality: Normal\nSeismic Installation Conditions: All\nNotes: Low cost industrial hung lighting in warehouse or gymnasium that is not part of suspended ceiling or hanging from a suspended ceiling space.",
-    "SuggestedComponentBlockSize": " 1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Disassembly of rod system at connections with horizontal light fixture, low cycle fatigue failure of the threaded rod, pullout of rods from ceiling assembly.",
-        "RepairAction": "Replace damaged lighting components."
-      }
-    }
-  },
-  "D.10.14.011": {
-    "Description": "Traction Elevator \u2013 Applies to most California Installations 1976 or later, most western states installations 1982 or later and most other U.S installations 1998 or later.",
-    "Comments": "Costing per elevator.  Elevator demand parameter shall be defined as the peak floor acceleration at the first floor.  The elevator fragility for a multiple story building should only be entered once on the first floor.\nConstruction Quality: Any",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Pure DS1. Controller anchorage failed, and or machine anchorage failed, and or motor generator anchorage failed, and or governor anchorage failed, and or rope guard failures.",
-        "RepairAction": "Multiple repairs possible (% change of each):  Reinstall or replace controller (4%), and or reinstall or replace motor generator (63%), and or Install new generator with appropriate anchors (23%), and or Install new governor (7%), and or Reinstall or replace rope guards (15%)."
-      },
-      "DS2": {
-        "Description": "Pure DS2. Rail distortion, and or intermediate bracket separate and spread, and or counterweight bracket break or bend, and or car bracket break or bend, and or car guide shoes damaged, and or counterweight guide shoes damaged, and or counterweight frame distortion, and or tail sheave dislodged and/or twisted",
-        "RepairAction": "Multiple repairs possible (% change of each):  Replace rail (62%), and or replace bracket or tie rod (28%), and or replace counterweight bracket 14%), and or replace intermediate bracket (28%), and or replace car guide shoes (35%), and or replace counterweight guide shoe (28%), and or repair or replace counterweight frame (28%), and or repair or replace tail sheave (1%)"
-      },
-      "DS3": {
-        "Description": "Combination of DS1 & DS2",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS4": {
-        "Description": "Pure DS3. Cab stabilizers bent, or cab walls damaged, or cab doors damaged.",
-        "RepairAction": "Multiple repairs possible (% change of each):  Repair or replace cab walls (3%), and or repair or replace cab doors (17%), and or repair or replace cab stabilizers (92%) "
-      },
-      "DS5": {
-        "Description": "Combination of DS1 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS6": {
-        "Description": "Combination of DS2 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS7": {
-        "Description": "Combination of DS1 & DS2 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS8": {
-        "Description": "Pure DS4. Cab ceiling damaged.",
-        "RepairAction": "Multiple repairs possible (% change of each):  Repair or replace cab ceiling (100%)"
-      },
-      "DS9": {
-        "Description": "Combination of DS1 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS10": {
-        "Description": "Combination of DS2 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS11": {
-        "Description": "Combination of DS1 & DS2 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS12": {
-        "Description": "Combination of DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS13": {
-        "Description": "Combination of DS1 & DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS14": {
-        "Description": "Combination of DS2 & DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS15": {
-        "Description": "Combination of DS1 & DS2 & DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      }
-    }
-  },
-  "D.10.14.012": {
-    "Description": "Traction Elevator \u2013 Applies to most California Installations prior to 1976, most western states installations prior to 1982 and most other U.S installations prior to 1998.",
-    "Comments": "Costing per elevator.  Elevator demand parameter shall be defined as the peak floor acceleration at the first floor.  The elevator fragility for a multiple story building should only be entered once on the first floor.\nConstruction Quality: Any",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Pure DS1. Controller anchorage failed, and or machine anchorage failed, and or motor generator anchorage failed, and or governor anchorage failed, and or rope guard failures.",
-        "RepairAction": "Multiple repairs possible (% change of each):  Reinstall or replace controller (4%), and or reinstall or replace motor generator (63%), and or Install new generator with appropriate anchors (23%), and or Install new governor (7%), and or Reinstall or replace rope guards (15%)."
-      },
-      "DS2": {
-        "Description": "Pure DS2. Rail distortion, and or intermediate bracket separate and spread, and or counterweight bracket break or bend, and or car bracket break or bend, and or car guide shoes damaged, and or counterweight guide shoes damaged, and or counterweight frame distortion, and or tail sheave dislodged and/or twisted",
-        "RepairAction": "Multiple repairs possible (% change of each):  Replace rail (62%), and or replace bracket or tie rod (28%), and or replace counterweight bracket 14%), and or replace intermediate bracket (28%), and or replace car guide shoes (35%), and or replace counterweight guide shoe (28%), and or repair or replace counterweight frame (28%), and or repair or replace tail sheave (1%)"
-      },
-      "DS3": {
-        "Description": "Combination of DS1 & DS2",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS4": {
-        "Description": "Pure DS3. Cab stabilizers bent, or cab walls damaged, or cab doors damaged.",
-        "RepairAction": "Multiple repairs possible (% change of each):  Repair or replace cab walls (3%), and or repair or replace cab doors (17%), and or repair or replace cab stabilizers (92%) "
-      },
-      "DS5": {
-        "Description": "Combination of DS1 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS6": {
-        "Description": "Combination of DS2 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS7": {
-        "Description": "Combination of DS1 & DS2 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS8": {
-        "Description": "Pure DS4. Cab ceiling damaged.",
-        "RepairAction": "Multiple repairs possible (% change of each):  Repair or replace cab ceiling (100%)"
-      },
-      "DS9": {
-        "Description": "Combination of DS1 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS10": {
-        "Description": "Combination of DS2 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS11": {
-        "Description": "Combination of DS1 & DS2 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS12": {
-        "Description": "Combination of DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS13": {
-        "Description": "Combination of DS1 & DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS14": {
-        "Description": "Combination of DS2 & DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS15": {
-        "Description": "Combination of DS1 & DS2 & DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      }
-    }
-  },
-  "D.10.14.021": {
-    "Description": "Hydraulic Elevator \u2013 Applies to most California Installations 1976 or later, most western states installations postdating 1982 and most U.S installations postdating 1998.",
-    "Comments": "Costing per elevator.  Elevator demand parameter shall be defined as the peak floor acceleration at the first floor.  The elevator fragility for a multiple story building should only be entered once on the first floor.\nConstruction Quality: Any",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Pure DS1. Damaged controls.",
-        "RepairAction": "Multiple repairs possible (% change of each):  Repair damaged controls (100%)"
-      },
-      "DS2": {
-        "Description": "Pure DS2. Damaged vane and hoist-way switches, and or bent cab stabilizers, and or damaged car guide shoes.",
-        "RepairAction": "Multiple repairs possible (% change of each):  Repair damaged vane and hoist-way switches (41%), and or repair bent cab stabilizers (41%), and or repair damaged car guide shoes (41%). "
-      },
-      "DS3": {
-        "Description": "Combination of DS1 & DS2",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS4": {
-        "Description": "Pure DS3. Damaged entrance and car door, and or flooring damage.",
-        "RepairAction": "Multiple repairs possible (% change of each):  Repair damage to doors (68%), and or repair flooring (46%)"
-      },
-      "DS5": {
-        "Description": "Combination of DS1 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS6": {
-        "Description": "Combination of DS2 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS7": {
-        "Description": "Combination of DS1 & DS2 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS8": {
-        "Description": "Pure DS4. Oil leak in hydraulic line, and or hydraulic tank failure.",
-        "RepairAction": "Multiple repairs possible (% change of each):  Repair oil leak in hydraulic line (27%), and or hydraulic tank failure (81%)"
-      },
-      "DS9": {
-        "Description": "Combination of DS1 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS10": {
-        "Description": "Combination of DS2 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS11": {
-        "Description": "Combination of DS1 & DS2 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS12": {
-        "Description": "Combination of DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS13": {
-        "Description": "Combination of DS1 & DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS14": {
-        "Description": "Combination of DS2 & DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS15": {
-        "Description": "Combination of DS1 & DS2 & DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      }
-    }
-  },
-  "D.10.14.022": {
-    "Description": "Hydraulic Elevator \u2013 Applies to most California Installations prior to 1976, most western states installations prior to 1982 and most U.S installations prior to 1998.",
-    "Comments": "Costing per elevator.  Elevator demand parameter shall be defined as the peak floor acceleration at the first floor.  The elevator fragility for a multiple story building should only be entered once on the first floor.\nConstruction Quality: Any",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Pure DS1. Damaged controls.",
-        "RepairAction": "Multiple repairs possible (% change of each):  Repair damaged controls (100%)"
-      },
-      "DS2": {
-        "Description": "Pure DS2. Damaged vane and hoist-way switches, and or bent cab stabilizers, and or damaged car guide shoes.",
-        "RepairAction": "Multiple repairs possible (% change of each):  Repair damaged vane and hoist-way switches (41%), and or repair bent cab stabilizers (41%), and or repair damaged car guide shoes (41%). "
-      },
-      "DS3": {
-        "Description": "Combination of DS1 & DS2",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS4": {
-        "Description": "Pure DS3. Damaged entrance and car door, and or flooring damage.",
-        "RepairAction": "Multiple repairs possible (% change of each):  Repair damage to cab door (68%), and or repair cab flooring (46%)"
-      },
-      "DS5": {
-        "Description": "Combination of DS1 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS6": {
-        "Description": "Combination of DS2 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS7": {
-        "Description": "Combination of DS1 & DS2 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS8": {
-        "Description": "Pure DS4. Oil leak in hydraulic line, and or hydraulic tank failure.",
-        "RepairAction": "Multiple repairs possible (% change of each):  Repair oil leak in hydraulic line (27%), and or hydraulic tank failure (81%)"
-      },
-      "DS9": {
-        "Description": "Combination of DS1 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS10": {
-        "Description": "Combination of DS2 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS11": {
-        "Description": "Combination of DS1 & DS2 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS12": {
-        "Description": "Combination of DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS13": {
-        "Description": "Combination of DS1 & DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS14": {
-        "Description": "Combination of DS2 & DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS15": {
-        "Description": "Combination of DS1 & DS2 & DS3 & DS4",
-        "RepairAction": "Combination of pure DS repair actions."
-      }
-    }
-  },
-  "D.20.21.011a": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-        "RepairAction": "Retighten flange bolts at leaking joints.  One joint per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe. ",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.21.011b": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe.",
-        "RepairAction": "Retighten flange bolts at leaking joints.  One joint per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe.",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.21.012a": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace failed lateral braces.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "Replace failed vertical braces.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.21.012b": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe.",
-        "RepairAction": "Retighten flange bolts at leaking joints.  One joint per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe.",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF.."
-      }
-    }
-  },
-  "D.20.21.013a": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace failed lateral braces.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "Replace failed vertical braces.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.21.013b": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe.",
-        "RepairAction": "Retighten leaking joints.   One joint per 1000 LF."
-      }
-    }
-  },
-  "D.20.21.014a": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Special Regulation (e.g. OSHPD) for piping installations\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.21.014b": {
-    "Description": "Cold or Hot Potable  - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Special Regulation (e.g. OSHPD) for piping installations\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe.",
-        "RepairAction": "Retighten leaking joints.   One joint per 1000 LF."
-      }
-    }
-  },
-  "D.20.21.021a": {
-    "Description": "Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe. ",
-        "RepairAction": "Replace failed 60 ft pipe sections including supports.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.21.022a": {
-    "Description": "Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC C, PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-        "RepairAction": "Retighten leaking joints.   One joint per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe. ",
-        "RepairAction": "Replace 20 ft section of pipe  at leaking joints.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.21.023a": {
-    "Description": "Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F, PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "<missing data>"
-      }
-    }
-  },
-  "D.20.21.023b": {
-    "Description": "Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F, BRACING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe.",
-        "RepairAction": "Retighten leaking joints.   One joint per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe.",
-        "RepairAction": "Replace 20 ft section of pipe  at leaking joints.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.21.024a": {
-    "Description": "Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F (OSPHD or sim), PIPING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Special Regulation (e.g. OSHPD) for piping installations\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "<missing data>"
-      }
-    }
-  },
-  "D.20.21.024b": {
-    "Description": "Cold or Hot Potable Water Piping (dia > 2.5 inches), SDC D,E,F (OSPHD or sim), BRACING FRAGILITY",
-    "Comments": "Potable water.  Costing based upon 1000 ft segments.\nConstruction Quality: Special Regulation (e.g. OSHPD) for piping installations\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe.",
-        "RepairAction": "Retighten flange bolts at leaking joints.  One joint per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe.",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.22.011a": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Retighten flange bolts at leaking joints.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Large Leakage w/ major repair  - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.22.011b": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Retighten flange bolts at leaking joints.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Multiple supports failure and 60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.22.012a": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace failed lateral braces.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Large Leakage w/ major repair  - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace failed vertical braces.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.22.012b": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Retighten flange bolts at leaking joints.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Multiple supports failure and 60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.22.013a": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace failed lateral braces.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace failed vertical braces.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.22.013b": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.22.014a": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulations (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace failed 60 ft pipe sections including supports.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.22.014b": {
-    "Description": "Heating hot Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulations (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.22.021a": {
-    "Description": "Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.",
-        "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "<missing data>"
-      }
-    }
-  },
-  "D.20.22.022a": {
-    "Description": "Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe. ",
-        "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "<missing data>"
-      }
-    }
-  },
-  "D.20.22.023a": {
-    "Description": "Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe. ",
-        "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "Replace failed 60 ft pipe sections including supports.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.22.023b": {
-    "Description": "Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Lateral Brace Failure - 1 failure per 1000 foot of pipe.",
-        "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe.",
-        "RepairAction": "<missing data>"
-      }
-    }
-  },
-  "D.20.22.024a": {
-    "Description": "Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulation (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.  ",
-        "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "Replace failed 60 ft pipe sections including supports.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.22.024b": {
-    "Description": "Heating hot Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Heating water.  Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulation (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Lateral Brace Failure - 1 failure per 1000 foot of pipe.",
-        "RepairAction": "Replace failed supports.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe. ",
-        "RepairAction": "<missing data>"
-      }
-    }
-  },
-  "D.20.31.011b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC A,B, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports - 0.5 per 1000 LF. "
-      },
-      "DS2": {
-        "Description": "Multiple supports failure and    60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports and 60 ft pipe per 1000 LF."
-      }
-    }
-  },
-  "D.20.31.012b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC C, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports - 0.5 per 1000 LF. "
-      },
-      "DS2": {
-        "Description": "Multiple supports failure and    60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports and 60 ft pipe per 1000 LF."
-      }
-    }
-  },
-  "D.20.31.013b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC D,E,F, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports - 0.5 per 1000 LF. "
-      }
-    }
-  },
-  "D.20.31.014b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/flexible couplings, SDC D,E,F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Special Regulation (e.g. OSHPD) for piping installations\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports - 0.5 per 1000 LF. "
-      }
-    }
-  },
-  "D.20.31.021a": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC A,B, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Joints break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "Replace failed 20 ft pipe sections including supports - one per 1000 LF."
-      }
-    }
-  },
-  "D.20.31.021b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC A,B, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports - 0.5 per 1000 LF. "
-      },
-      "DS2": {
-        "Description": "Multiple supports failure and    60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet)",
-        "RepairAction": "Replace failed supports and 60 ft pipe per 1000 LF."
-      }
-    }
-  },
-  "D.20.31.022a": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC C, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed 20 ft pipe sections including supports - one per 1000 LF."
-      }
-    }
-  },
-  "D.20.31.022b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC C, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports - 0.5 per 1000 LF. "
-      },
-      "DS2": {
-        "Description": "Multiple supports failure and    60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet)",
-        "RepairAction": "Replace failed supports and 60 ft pipe per 1000 LF."
-      }
-    }
-  },
-  "D.20.31.023a": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Joints break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "Replace failed 20 ft pipe sections including supports - one per 1000 LF."
-      }
-    }
-  },
-  "D.20.31.023b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports - 0.5 per 1000 LF. "
-      }
-    }
-  },
-  "D.20.31.024a": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Special Regulation (e.g. OSHPD) for piping installations\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Joints break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "Replace failed 20 ft pipe sections including supports - one per 1000 LF."
-      }
-    }
-  },
-  "D.20.31.024b": {
-    "Description": "Sanitary Waste Piping - Cast Iron w/bell and spigot couplings, SDC D,E,F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe\nConstruction Quality: Special Regulation (e.g. OSHPD) for piping installations\nSeismic Installation Conditions: SDC D, E or F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Retighten flange bolts at leaking joints."
-      }
-    }
-  },
-  "D.20.51.011a": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace failed vertical braces.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "<missing data>"
-      }
-    }
-  },
-  "D.20.51.011b": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Retighten flange bolts at leaking joints.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Multiple supports failure and 60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.51.012a": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Retighten flange bolts at leaking joints.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.51.012b": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed lateral braces.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Multiple supports failure and 60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed vertical braces.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.51.013a": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Retighten flange bolts at leaking joints.  One repair per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.51.013b": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed lateral braces.  One repair per 1000 LF."
-      }
-    }
-  },
-  "D.20.51.014a": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulations (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Retighten leaking joints, one per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Replace 20 ft section of pipe at leaking joints, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.51.014b": {
-    "Description": "Chilled Water Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulations (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 0.5 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Retighten leaking joints, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.51.021a": {
-    "Description": "Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.  Retighten flange at leaking joint.",
-        "RepairAction": "Retighten leaking joints, one per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "Replace 20 ft section of pipe at leaking joints, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.51.021b": {
-    "Description": "Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe ",
-        "RepairAction": "Replace failed supports, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.51.022a": {
-    "Description": "Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.",
-        "RepairAction": "Retighten leaking joints, one per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "Replace 20 ft section of pipe at leaking joints, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.51.023a": {
-    "Description": "Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.",
-        "RepairAction": "Retighten leaking joints, one per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "Replace 20 ft section of pipe at leaking joints, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.51.023b": {
-    "Description": "Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Lateral Brace Failure - 0.01 failures per 20 foot pipe section.",
-        "RepairAction": "Replace failed supports, one per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe.",
-        "RepairAction": "Replace failed supports, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.51.024a": {
-    "Description": "Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Special Regulation (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.",
-        "RepairAction": "Retighten leaking joints, one per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.",
-        "RepairAction": "Replace 20 ft section of pipe at leaking joints, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.51.024b": {
-    "Description": "Chilled Water Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Special Regulation (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Lateral Brace Failure - 1 failure per 1000 foot of pipe.",
-        "RepairAction": "Replace failed supports, one per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe.",
-        "RepairAction": "Replace failed supports, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.61.011a": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Retighten leaking joints, one per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Large Leakage w/ major repair  - 1 leak per 1000 feet of pipe.  Replace one 20 ft section per 1000 LF pipe.",
-        "RepairAction": "Replace 20 ft section of pipe at leaking joints, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.61.011b": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC A or B, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 1 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports, one per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Multiple supports failure and 60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace 60 ft pipe and supports per 1000 LF."
-      }
-    }
-  },
-  "D.20.61.012a": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Retighten flange bolts at leaking joints, 1 joint per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Large Leakage w/ major repair  - 1 leak per 1000 feet of pipe.  Replace one 20 ft section per 1000 LF pipe.",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.61.012b": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC C, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 1 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports, one per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Multiple supports failure and 60 feet of pipe fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace 60 ft pipe and supports per 1000 LF."
-      }
-    }
-  },
-  "D.20.61.013a": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Retighten flange bolts at leaking joints, 1 joint per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.  Replace one 20 ft section per 1000 LF pipe.",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.61.013b": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 1 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.61.014a": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulations (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Small Leakage at joints - 1 leak per 1000 feet of pipe.",
-        "RepairAction": "Retighten flange bolts at leaking joints, 1 joint per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Large Leakage w/ major repair - 1 leak per 1000 feet of pipe.  Replace one 20 ft section per 1000 LF pipe.",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.61.014b": {
-    "Description": "Steam Piping - Small Diameter Threaded Steel - (2.5 inches in diameter or less), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe 2.5 inches in diameter or less\nConstruction Quality: Special Regulations (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Isolated support failure w/o leakage - 1 supports fail per 1000 feet of pipe (assuming supports every 20 feet).",
-        "RepairAction": "Replace failed supports, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.61.021a": {
-    "Description": "Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC A or B, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.",
-        "RepairAction": "Retighten flange bolts at leaking joints, 1 joint per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.   Replace one 20 ft section per 1000 LF pipe.",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.61.022a": {
-    "Description": "Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC C, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.",
-        "RepairAction": "Retighten flange bolts at leaking joints, 1 joint per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe.   Replace one 20 ft section per 1000 LF pipe.",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.61.023a": {
-    "Description": "Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000  feet of pipe.",
-        "RepairAction": "Retighten flange bolts at leaking joints, 1 joint per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.61.023b": {
-    "Description": "Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F, BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe .",
-        "RepairAction": "Replace failed supports, one per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe ",
-        "RepairAction": "Replace failed supports, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.61.024a": {
-    "Description": "Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Special Regulation (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Minor leakage at flange connections  -  1 leak per 1000 feet of pipe.",
-        "RepairAction": "Retighten flange bolts at leaking joints, 1 joint per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Pipe Break - 1 break per 1000 feet of pipe",
-        "RepairAction": "Replace 20 foot sections of pipe where breaks occur, one per 1000 LF."
-      }
-    }
-  },
-  "D.20.61.024b": {
-    "Description": "Steam Piping - Large Diameter Welded Steel - (greater than 2.5 inches in diameter), SDC D, E, or F (OSHPD or sim), BRACING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, pipe greater than 2.5 inches in diameter\nConstruction Quality: Special Regulation (e.g. OSHPD) for Piping Installations\nSeismic Installation Conditions: SDC D, E, F (high seismic design)\nNotes: Consequence is for piping only.  Enter floor wetting consequence seperately.  Cost includes allowance for MEP relocation to perform work.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Lateral Brace Failure - 1 failure per 1000 feet of pipe.",
-        "RepairAction": "Replace failed supports, one per 1000 LF."
-      },
-      "DS2": {
-        "Description": "Vertical Brace Failure - 1 failure per 1000 feet of pipe ",
-        "RepairAction": "Replace failed supports, one per 1000 LF."
-      }
-    }
-  },
-  "D.30.31.011a": {
-    "Description": "Chiller - Capacity: < 100 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.011b": {
-    "Description": "Chiller - Capacity: 100 to <350 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.011c": {
-    "Description": "Chiller - Capacity: 350 to <750 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.011d": {
-    "Description": "Chiller - Capacity: 750 to <1000 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.012a": {
-    "Description": "Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.    Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.012b": {
-    "Description": "Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.012c": {
-    "Description": "Chiller - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.012d": {
-    "Description": "Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.012e": {
-    "Description": "Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.012f": {
-    "Description": "Chiller - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.012g": {
-    "Description": "Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.012h": {
-    "Description": "Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.012i": {
-    "Description": "Chiller - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.012j": {
-    "Description": "Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.012k": {
-    "Description": "Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.012l": {
-    "Description": "Chiller - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.013a": {
-    "Description": "Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.013b": {
-    "Description": "Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.013c": {
-    "Description": "Chiller - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.013d": {
-    "Description": "Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.013e": {
-    "Description": "Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.013f": {
-    "Description": "Chiller - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.013g": {
-    "Description": "Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.013h": {
-    "Description": "Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.013i": {
-    "Description": "Chiller - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.013j": {
-    "Description": "Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.013k": {
-    "Description": "Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.013l": {
-    "Description": "Chiller - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Chiller removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Repair chiller and attached piping.  Chiller removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.021a": {
-    "Description": "Cooling Tower - Capacity: < 100 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged equipment and attached piping.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.021b": {
-    "Description": "Cooling Tower - Capacity: 100 to <350 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged equipment and attached piping.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.021c": {
-    "Description": "Cooling Tower - Capacity: 350 to <750 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged equipment and attached piping.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.021d": {
-    "Description": "Cooling Tower - Capacity: 750 to <1000 Ton - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged equipment and attached piping.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.022a": {
-    "Description": "Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.022b": {
-    "Description": "Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged equipment and attached piping but anchorage is OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.022c": {
-    "Description": "Cooling Tower - Capacity: < 100 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged equipment and attached piping but anchorage OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.022d": {
-    "Description": "Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.022e": {
-    "Description": "Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged equipment and attached piping but anchorage is OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.022f": {
-    "Description": "Cooling Tower - Capacity: 100 to <350 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged equipment and attached piping but anchorage OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.022g": {
-    "Description": "Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.022h": {
-    "Description": "Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged equipment and attached piping but anchorage is OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.022i": {
-    "Description": "Cooling Tower - Capacity: 350 to <750 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged equipment and attached piping but anchorage OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.022j": {
-    "Description": "Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.022k": {
-    "Description": "Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged equipment and attached piping but anchorage is OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.022l": {
-    "Description": "Cooling Tower - Capacity: 750 to <1000 Ton - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged equipment and attached piping but anchorage OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.023a": {
-    "Description": "Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.023b": {
-    "Description": "Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged equipment and attached piping but anchorage is OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.023c": {
-    "Description": "Cooling Tower - Capacity: < 100 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 75 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged equipment and attached piping but anchorage OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.023d": {
-    "Description": "Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.023e": {
-    "Description": "Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged equipment and attached piping but anchorage is OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.023f": {
-    "Description": "Cooling Tower - Capacity: 100 to <350 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 250 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged equipment and attached piping but anchorage OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.023g": {
-    "Description": "Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.023h": {
-    "Description": "Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged equipment and attached piping but anchorage is OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.023i": {
-    "Description": "Cooling Tower - Capacity: 350 to <750 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 500 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged equipment and attached piping but anchorage OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.023j": {
-    "Description": "Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.023k": {
-    "Description": "Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged equipment and attached piping but anchorage is OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.31.023l": {
-    "Description": "Cooling Tower - Capacity: 750 to <1000 Ton - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 850 Ton.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Cooling tower removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged equipment and attached piping but anchorage OK.",
-        "RepairAction": "Repair damaged equipment and attached piping.  Cooling tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.30.32.011a": {
-    "Description": "Compressor - Capacity: Small non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function. Motor is damaged.",
-        "RepairAction": "Repair motor."
-      },
-      "DS2": {
-        "Description": "Equipment does not function. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.30.32.011b": {
-    "Description": "Compressor - Capacity: Large non medical air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function. Motor is damaged.",
-        "RepairAction": "Repair motor."
-      },
-      "DS2": {
-        "Description": "Equipment does not function. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.30.32.011c": {
-    "Description": "Compressor - Capacity: Small medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function. Motor is damaged.",
-        "RepairAction": "Repair motor."
-      },
-      "DS2": {
-        "Description": "Equipment does not function. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.30.32.011d": {
-    "Description": "Compressor - Capacity: Large medical quality air supply - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function. Motor is damaged.",
-        "RepairAction": "Repair motor."
-      },
-      "DS2": {
-        "Description": "Equipment does not function. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.30.32.012a": {
-    "Description": "Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.30.32.012b": {
-    "Description": "Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-        "RepairAction": "Repair motor."
-      },
-      "DS2": {
-        "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.30.32.012c": {
-    "Description": "Compressor - Capacity: Small non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Motor damaged but anchorage is OK.",
-        "RepairAction": "Repair Motor - Anchorage and Concrete do not require replacement"
-      },
-      "DS4": {
-        "Description": "Equipment damaged beyond repair but anchorage is OK.",
-        "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-      }
-    }
-  },
-  "D.30.32.012d": {
-    "Description": "Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.30.32.012e": {
-    "Description": "Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-        "RepairAction": "Repair motor."
-      },
-      "DS2": {
-        "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.30.32.012f": {
-    "Description": "Compressor - Capacity: Large non medical air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Motor damaged but anchorage is OK.",
-        "RepairAction": "Repair Motor - Anchorage and Concrete do not require replacement"
-      },
-      "DS4": {
-        "Description": "Equipment damaged beyond repair but anchorage is OK.",
-        "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-      }
-    }
-  },
-  "D.30.32.012g": {
-    "Description": "Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.30.32.012h": {
-    "Description": "Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-        "RepairAction": "Repair motor."
-      },
-      "DS2": {
-        "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.30.32.012i": {
-    "Description": "Compressor - Capacity: Small medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Motor damaged but anchorage is OK.",
-        "RepairAction": "Repair Motor - Anchorage and Concrete do not require replacement"
-      },
-      "DS4": {
-        "Description": "Equipment damaged beyond repair but anchorage is OK.",
-        "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-      }
-    }
-  },
-  "D.30.32.012j": {
-    "Description": "Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.30.32.012k": {
-    "Description": "Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-        "RepairAction": "Repair motor."
-      },
-      "DS2": {
-        "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.30.32.012l": {
-    "Description": "Compressor - Capacity: Large medical quality air supply - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Motor damaged but anchorage is OK.",
-        "RepairAction": "Repair Motor - Anchorage and Concrete do not require replacement"
-      },
-      "DS4": {
-        "Description": "Equipment damaged beyond repair but anchorage is OK.",
-        "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-      }
-    }
-  },
-  "D.30.32.013a": {
-    "Description": "Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.30.32.013b": {
-    "Description": "Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-        "RepairAction": "Repair motor."
-      },
-      "DS2": {
-        "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.30.32.013c": {
-    "Description": "Compressor - Capacity: Small non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Motor damaged but anchorage is OK.",
-        "RepairAction": "Repair Motor - Anchorage and Concrete  do not require repair."
-      },
-      "DS4": {
-        "Description": "Equipment damaged beyond repair but anchorage is OK.",
-        "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-      }
-    }
-  },
-  "D.30.32.013d": {
-    "Description": "Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.30.32.013e": {
-    "Description": "Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-        "RepairAction": "Repair motor."
-      },
-      "DS2": {
-        "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.30.32.013f": {
-    "Description": "Compressor - Capacity: Large non medical air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Motor damaged but anchorage is OK.",
-        "RepairAction": "Repair Motor - Anchorage and Concrete  do not require repair."
-      },
-      "DS4": {
-        "Description": "Equipment damaged beyond repair but anchorage is OK.",
-        "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-      }
-    }
-  },
-  "D.30.32.013g": {
-    "Description": "Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.30.32.013h": {
-    "Description": "Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-        "RepairAction": "Repair motor."
-      },
-      "DS2": {
-        "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.30.32.013i": {
-    "Description": "Compressor - Capacity: Small medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Motor damaged but anchorage is OK.",
-        "RepairAction": "Repair Motor - Anchorage and Concrete  do not require repair."
-      },
-      "DS4": {
-        "Description": "Equipment damaged beyond repair but anchorage is OK.",
-        "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-      }
-    }
-  },
-  "D.30.32.013j": {
-    "Description": "Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.30.32.013k": {
-    "Description": "Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function but anchorage is OK. Motor is damaged.",
-        "RepairAction": "Repair motor."
-      },
-      "DS2": {
-        "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.30.32.013l": {
-    "Description": "Compressor - Capacity: Large medical quality air supply - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Motor damaged but anchorage is OK.",
-        "RepairAction": "Repair Motor - Anchorage and Concrete  do not require repair."
-      },
-      "DS4": {
-        "Description": "Equipment damaged beyond repair but anchorage is OK.",
-        "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-      }
-    }
-  },
-  "D.30.41.001a": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC A or B",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Bellows fails at fans.",
-        "RepairAction": "Replace failed bellows."
-      },
-      "DS2": {
-        "Description": "Fan dislodges from isolators and drops.",
-        "RepairAction": "Replace fan, isolators and section of ducting to which fan is connected."
-      }
-    }
-  },
-  "D.30.41.001b": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC C",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Bellows fails at fans.",
-        "RepairAction": "Replace failed bellows."
-      },
-      "DS2": {
-        "Description": "Fan dislodges from isolators and drops.",
-        "RepairAction": "Replace fan, isolators and section of ducting to which fan is connected."
-      }
-    }
-  },
-  "D.30.41.001c": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC D, E, F",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC D, E or F\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Bellows fails at fans.",
-        "RepairAction": "Replace failed bellows."
-      },
-      "DS2": {
-        "Description": "Fan dislodges from isolators and drops.",
-        "RepairAction": "Replace fan, isolators and section of ducting to which fan is connected."
-      }
-    }
-  },
-  "D.30.41.001d": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported and vibration isolators, SDC D, E, F (OSHPD or sim)",
-    "Comments": "Costing per 10 units\nConstruction Quality: Special Regulation (e.g. OSHPD) for HVAC installations\nSeismic Installation Conditions: Special Regulation (e.g. OSHPD) for HVAC installations - SDC D, E or F (high seismic design)\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Bellows fails at fans.",
-        "RepairAction": "Replace failed bellows."
-      },
-      "DS2": {
-        "Description": "Fan dislodges from isolators and drops.",
-        "RepairAction": "Replace fan, isolators and section of ducting to which fan is connected."
-      }
-    }
-  },
-  "D.30.41.002a": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC A or B",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Bellows fails at fans.",
-        "RepairAction": "Replace failed bellows."
-      }
-    }
-  },
-  "D.30.41.002b": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC C",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Bellows fails at fans.",
-        "RepairAction": "Replace failed bellows."
-      }
-    }
-  },
-  "D.30.41.002c": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC D, E, F",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC D, E or F\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Bellows fails at fans.",
-        "RepairAction": "Replace failed bellows."
-      }
-    }
-  },
-  "D.30.41.002d": {
-    "Description": "HVAC Fan In Line Fan, Fan independently supported but not on vibration isolators, SDC D, E, F (OSHPD or sim)",
-    "Comments": "Costing per 10 units\nConstruction Quality: Special Regulation (e.g. OSHPD) for HVAC installations\nSeismic Installation Conditions: Special Regulation (e.g. OSHPD) for HVAC installations - SDC D, E or F (high seismic design)\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Bellows fails at fans.",
-        "RepairAction": "Replace failed bellows."
-      }
-    }
-  },
-  "D.30.41.011a": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC A or B",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.011b": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC C",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.011c": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC D, E or F",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.011d": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Special Regulation (e.g. OSHPD) for HVAC ducting installation\nSeismic Installation Conditions: Special Regulation (e.g. OSHPD) for HVAC ducting installation - SDC D, E or F (high seismic design)",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.012a": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting -  6 sq. ft cross sectional area or greater, SDC A or B",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.012b": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting -  6 sq. ft cross sectional area or greater, SDC C",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.012c": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting -  6 sq. ft cross sectional area or greater, SDC D, E, or F",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC D, E or F",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.012d": {
-    "Description": "HVAC Galvanized Sheet Metal Ducting -  6 sq. ft cross sectional area or greater, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Special Regulation (e.g. OSHPD) for HVAC ducting installation\nSeismic Installation Conditions: Special Regulation (e.g. OSHPD) for HVAC ducting installation - SDC D, E or F (high seismic design)",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.021a": {
-    "Description": "HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC A or B",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.021b": {
-    "Description": "HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC C",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.021c": {
-    "Description": "HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC D, E or F",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.021d": {
-    "Description": "HVAC Stainless Steel Ducting less than 6 sq. ft in cross sectional area, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Special Regulation (e.g. OSHPD) for HVAC ducting installation\nSeismic Installation Conditions: Special Regulation (e.g. OSHPD) for HVAC ducting installation - SDC D, E or F (high seismic design)",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.022a": {
-    "Description": "HVAC Stainless Steel Ducting -  6 sq. ft cross sectional area or greater, SDC A or B",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.022b": {
-    "Description": "HVAC Stainless Steel Ducting -  6 sq. ft cross sectional area or greater, SDC C",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.022c": {
-    "Description": "HVAC Stainless Steel Ducting -  6 sq. ft cross sectional area or greater, SDC D, E, or F",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC D, E or F",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.022d": {
-    "Description": "HVAC Stainless Steel Ducting -  6 sq. ft cross sectional area or greater, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing based upon 1000 ft segments of duct\nConstruction Quality: Special Regulation (e.g. OSHPD) for HVAC ducting installation\nSeismic Installation Conditions: Special Regulation (e.g. OSHPD) for HVAC ducting installation - SDC D, E or F (high seismic design)",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Individual supports fail and duct sags - 1 failed support per 1000 feet of ducting.",
-        "RepairAction": "Replace failed supports and repair ducting in vicinity of failed supports."
-      },
-      "DS2": {
-        "Description": "Several adjacent supports fail and sections of ducting fall - 60 feet of ducting fail and fall per 1000 foot of ducting.",
-        "RepairAction": "Replace sections of failed ducting and supports."
-      }
-    }
-  },
-  "D.30.41.031a": {
-    "Description": "HVAC Drops / Diffusers in suspended ceilings - No independent safety wires, SDC A or B",
-    "Comments": "Costing per 10 units, No independent safety wires\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "HVAC drops or diffusers dislodges and falls.",
-        "RepairAction": "Replace diffuser/drop and sections of ceiling and ducting in vicinity to which diffuser/drop is connected."
-      }
-    }
-  },
-  "D.30.41.031b": {
-    "Description": "HVAC Drops / Diffusers in suspended ceilings - No independent safety wires, SDC C",
-    "Comments": "Costing per 10 units, No independent safety wires\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "HVAC drops or diffusers dislodges and falls.",
-        "RepairAction": "Replace diffuser/drop and sections of ceiling and ducting in vicinity to which diffuser/drop is connected."
-      }
-    }
-  },
-  "D.30.41.032a": {
-    "Description": "HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC A or B",
-    "Comments": "Costing per 10 units, unit supported by ducting only, no independent safety wires\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "HVAC drops or diffusers dislodges and falls.",
-        "RepairAction": "Replace diffuser/drop and sections of ceiling and ducting in vicinity to which diffuser/drop is connected."
-      }
-    }
-  },
-  "D.30.41.032b": {
-    "Description": "HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC C",
-    "Comments": "Costing per 10 units, unit supported by ducting only, no independent safety wires\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "HVAC drops or diffusers dislodges and falls.",
-        "RepairAction": "Replace diffuser/drop and sections of ceiling and ducting in vicinity to which diffuser/drop is connected."
-      }
-    }
-  },
-  "D.30.41.032c": {
-    "Description": "HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC D, E, or F",
-    "Comments": "Costing per 10 units, unit supported by ducting only, no independent safety wires\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC D, E or F\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "HVAC drops or diffusers dislodges and falls.",
-        "RepairAction": "Replace diffuser/drop and sections of ceiling and ducting in vicinity to which diffuser/drop is connected."
-      }
-    }
-  },
-  "D.30.41.032d": {
-    "Description": "HVAC Drops / Diffusers without ceilings - supported by ducting only - No independent safety wires, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing per 10 units, unit supported by ducting only, no independent safety wires\nConstruction Quality: Special Regulation (e.g. OSHPD) for HVAC Ducting Installation\nSeismic Installation Conditions: Special Regulation (e.g. OSHPD) for HVAC Ducting Installation - SDC D, E or F (high seismic design)\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "HVAC drops or diffusers dislodges and falls.",
-        "RepairAction": "Replace diffuser/drop and sections of ceiling and ducting in vicinity to which diffuser/drop is connected."
-      }
-    }
-  },
-  "D.30.41.041a": {
-    "Description": "Variable Air Volume (VAV) box with in-line coil, SDC A or B",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC A or B\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Coil damages connection to plumbing.  Leakage of hot water.",
-        "RepairAction": "Replace coil and cleanup  water damage."
-      }
-    }
-  },
-  "D.30.41.041b": {
-    "Description": "Variable Air Volume (VAV) box with in-line coil, SDC C",
-    "Comments": "Costing per 10 units\nConstruction Quality: Normal\nSeismic Installation Conditions: Normal - SDC C\nNotes: One failure is expected per 10 units.",
-    "SuggestedComponentBlockSize": "10 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Coil damages connection to plumbing.  Leakage of hot water.",
-        "RepairAction": "Replace coil and cleanup  water damage."
-      }
-    }
-  },
-  "D.30.41.101a": {
-    "Description": "HVAC Fan - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.30.41.102a": {
-    "Description": "HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Repair anchorage and replace equipment."
-      }
-    }
-  },
-  "D.30.41.102b": {
-    "Description": "HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.30.41.102c": {
-    "Description": "HVAC Fan - Capacity: all - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Repair anchorage and replace equipment."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK",
-        "RepairAction": "Repair equipment."
-      }
-    }
-  },
-  "D.30.41.103a": {
-    "Description": "HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Repair anchorage and replace equipment."
-      }
-    }
-  },
-  "D.30.41.103b": {
-    "Description": "HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Repair equipment."
-      }
-    }
-  },
-  "D.30.41.103c": {
-    "Description": "HVAC Fan - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Repair anchorage and replace equipment."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK",
-        "RepairAction": "Repair equipment."
-      }
-    }
-  },
-  "D.30.52.011a": {
-    "Description": "Air Handling Unit - Capacity: <5000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 4000 CFM.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function. Damage to attached ducting or piping.",
-        "RepairAction": "Repair attached ducting or piping."
-      },
-      "DS2": {
-        "Description": "Equipment does not function Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-      }
-    }
-  },
-  "D.30.52.011b": {
-    "Description": "Air Handling Unit - Capacity: 5000 to <10000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 8000 CFM.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function. Damage to attached ducting or piping.",
-        "RepairAction": "Repair attached ducting or piping."
-      },
-      "DS2": {
-        "Description": "Equipment does not function Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-      }
-    }
-  },
-  "D.30.52.011c": {
-    "Description": "Air Handling Unit - Capacity: 10000 to <25000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 20000 CFM.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function. Damage to attached ducting or piping.",
-        "RepairAction": "Repair attached ducting or piping."
-      },
-      "DS2": {
-        "Description": "Equipment does not function Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-      }
-    }
-  },
-  "D.30.52.011d": {
-    "Description": "Air Handling Unit - Capacity: 25000 to <40000 CFM - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 30000 CFM.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function. Damage to attached ducting or piping.",
-        "RepairAction": "Repair attached ducting or piping."
-      },
-      "DS2": {
-        "Description": "Equipment does not function Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-      }
-    }
-  },
-  "D.30.52.013a": {
-    "Description": "Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 4000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-      }
-    }
-  },
-  "D.30.52.013b": {
-    "Description": "Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 4000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function but anchorage is OK. Damage to attached ducting or piping.",
-        "RepairAction": "Repair attached ducting or piping."
-      },
-      "DS2": {
-        "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-      }
-    }
-  },
-  "D.30.52.013c": {
-    "Description": "Air Handling Unit - Capacity: <5000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 4000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-      },
-      "DS3": {
-        "Description": "Damage to attached ducting or piping but anchorage is OK.",
-        "RepairAction": "Repair attached ducting or piping - equipment does not require replacement and anchorage does not require repair"
-      },
-      "DS4": {
-        "Description": "Equipment damaged beyond repair but anchorage is OK.",
-        "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-      }
-    }
-  },
-  "D.30.52.013d": {
-    "Description": "Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 8000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-      }
-    }
-  },
-  "D.30.52.013e": {
-    "Description": "Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 8000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function but anchorage is OK. Damage to attached ducting or piping.",
-        "RepairAction": "Repair attached ducting or piping."
-      },
-      "DS2": {
-        "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-      }
-    }
-  },
-  "D.30.52.013f": {
-    "Description": "Air Handling Unit - Capacity: 5000 to <10000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 8000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-      },
-      "DS3": {
-        "Description": "Damage to attached ducting or piping but anchorage is OK.",
-        "RepairAction": "Repair attached ducting or piping - equipment does not require replacement and anchorage does not require repair"
-      },
-      "DS4": {
-        "Description": "Equipment damaged beyond repair but anchorage is OK.",
-        "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-      }
-    }
-  },
-  "D.30.52.013g": {
-    "Description": "Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 20000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-      }
-    }
-  },
-  "D.30.52.013h": {
-    "Description": "Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 20000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function but anchorage is OK. Damage to attached ducting or piping.",
-        "RepairAction": "Repair attached ducting or piping."
-      },
-      "DS2": {
-        "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-      }
-    }
-  },
-  "D.30.52.013i": {
-    "Description": "Air Handling Unit - Capacity: 10000 to <25000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 20000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-      },
-      "DS3": {
-        "Description": "Damage to attached ducting or piping but anchorage is OK.",
-        "RepairAction": "Repair attached ducting or piping - equipment does not require replacement and anchorage does not require repair"
-      },
-      "DS4": {
-        "Description": "Equipment damaged beyond repair but anchorage is OK.",
-        "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-      }
-    }
-  },
-  "D.30.52.013j": {
-    "Description": "Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 30000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-      }
-    }
-  },
-  "D.30.52.013k": {
-    "Description": "Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 30000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Equipment does not function but anchorage is OK. Damage to attached ducting or piping.",
-        "RepairAction": "Repair attached ducting or piping."
-      },
-      "DS2": {
-        "Description": "Equipment does not function but anchorage is OK. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment.  Remove, repair offsite, and reinstall air handler."
-      }
-    }
-  },
-  "D.30.52.013l": {
-    "Description": "Air Handling Unit - Capacity: 25000 to <40000 CFM - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 30000 CFM.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Remove, repair offsite, and reinstall air handler."
-      },
-      "DS3": {
-        "Description": "Damage to attached ducting or piping but anchorage is OK.",
-        "RepairAction": "Repair attached ducting or piping - equipment does not require replacement and anchorage does not require repair"
-      },
-      "DS4": {
-        "Description": "Equipment damaged beyond repair but anchorage is OK.",
-        "RepairAction": "Replace and install equipment including new anchorage if anchorage is post-installed."
-      }
-    }
-  },
-  "D.30.67.011a": {
-    "Description": "Control Panel - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative.",
-        "RepairAction": "Replace some components (relays, circuit boards)."
-      }
-    }
-  },
-  "D.30.67.012a": {
-    "Description": "Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.30.67.012b": {
-    "Description": "Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace some components (relays, circuit boards)."
-      }
-    }
-  },
-  "D.30.67.012c": {
-    "Description": "Control Panel - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK",
-        "RepairAction": "Replace some components (relays, circuit boards"
-      }
-    }
-  },
-  "D.40.11.021a": {
-    "Description": "Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC A or B, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, horizontal main and branches\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: One failure is expected per 1000 feet of pipe.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at joints -  0.02 leaks per 20 ft section of pipe.",
-        "RepairAction": "Replace leaking joints and minor water cleanup.  "
-      },
-      "DS2": {
-        "Description": "Joints Break - Major Leakage - 0.02 breaks  per 20 ft section of pipe.",
-        "RepairAction": "Replace 20 ft section of pipe, joints and major water cleanup at leaking joints.  "
-      }
-    }
-  },
-  "D.40.11.022a": {
-    "Description": "Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - No bracing, SDC C, PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, horizontal main and branches\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: One failure is expected per 1000 feet of pipe.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at joints -  0.02 leaks per 20 ft section of pipe.",
-        "RepairAction": "Replace leaking joints and minor water cleanup.  "
-      },
-      "DS2": {
-        "Description": "Joints Break - Major Leakage - 0.02 breaks  per 20 ft section of pipe.",
-        "RepairAction": "Replace 20 ft section of pipe, joints and major water cleanup at leaking joints.  "
-      }
-    }
-  },
-  "D.40.11.023a": {
-    "Description": "Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - Poorly designed bracing, SDC D, E, or F , PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, horizontal main and branches\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 1000 feet of pipe.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at joints -  0.02 leaks per 20 ft section of pipe.",
-        "RepairAction": "Replace leaking joints and minor water cleanup.  "
-      },
-      "DS2": {
-        "Description": "Joints Break - Major Leakage - 0.02 breaks  per 20 ft section of pipe.",
-        "RepairAction": "Replace 20 ft section of pipe, joints and major water cleanup at leaking joints.  "
-      }
-    }
-  },
-  "D.40.11.024a": {
-    "Description": "Fire Sprinkler Water Piping - Horizontal Mains and Branches - Old Style Victaulic - Thin Wall Steel - with designed bracing, SDC D, E, or F (OSHPD or sim), PIPING FRAGILITY",
-    "Comments": "Costing based upon 1000 ft segments of pipe, horizontal main and branches\nConstruction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 1000 feet of pipe.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "1000 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at joints -  0.02 leaks per 20 ft section of pipe.",
-        "RepairAction": "Replace leaking joints and minor water cleanup.  "
-      },
-      "DS2": {
-        "Description": "Joints Break - Major Leakage - 0.02 breaks  per 20 ft section of pipe.",
-        "RepairAction": "Replace 20 ft section of pipe, joints and major water cleanup at leaking joints.  "
-      }
-    }
-  },
-  "D.40.11.031a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC A or B",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-        "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-      },
-      "DS2": {
-        "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-        "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-      }
-    }
-  },
-  "D.40.11.032a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC C",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-        "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-      },
-      "DS2": {
-        "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-        "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-      }
-    }
-  },
-  "D.40.11.033a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-        "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-      }
-    }
-  },
-  "D.40.11.034a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-        "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-      }
-    }
-  },
-  "D.40.11.041a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC A or B",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A or B (no seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-        "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-      },
-      "DS2": {
-        "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-        "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-      }
-    }
-  },
-  "D.40.11.042a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into unbraced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC C",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C (low seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-        "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-      },
-      "DS2": {
-        "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-        "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-      }
-    }
-  },
-  "D.40.11.053a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-        "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-      },
-      "DS2": {
-        "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-        "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-      }
-    }
-  },
-  "D.40.11.054a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile SOFT ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-        "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-      },
-      "DS2": {
-        "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-        "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-      }
-    }
-  },
-  "D.40.11.063a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC D, E, or F",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-        "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-      },
-      "DS2": {
-        "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-        "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-      }
-    }
-  },
-  "D.40.11.064a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - Dropping into braced lay-in tile HARD ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-        "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-      },
-      "DS2": {
-        "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-        "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-      }
-    }
-  },
-  "D.40.11.071a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC A or B",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC A, B ( no seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-        "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-      },
-      "DS2": {
-        "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-        "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-      }
-    }
-  },
-  "D.40.11.072a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC C",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC C ( low seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-        "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-      },
-      "DS2": {
-        "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-        "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-      }
-    }
-  },
-  "D.40.11.073a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC D, E, or F",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Normal\nSeismic Installation Conditions: SDC D,E,F (high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-        "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-      },
-      "DS2": {
-        "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-        "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-      }
-    }
-  },
-  "D.40.11.074a": {
-    "Description": "Fire Sprinkler Drop Standard Threaded Steel - No Ceiling - 6 ft. long drop maximum, SDC D, E, or F (OSHPD or sim)",
-    "Comments": "Costing per 100 units, Standard threaded steel drop, 6 ft. long drop maximum\nConstruction Quality: Special Regulation (e.g. OSHPD) for sprinkler installations\nSeismic Installation Conditions: SDC D,E,F ( high seismic design)\nNotes: One failure is expected per 100 units.  Allowance included for MEP modifications for repair.",
-    "SuggestedComponentBlockSize": "100 EA",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Spraying & Dripping Leakage at drop joints -  0.01 leaks per drop.",
-        "RepairAction": "Replace sprinkler drops and minor water cleanup at broken joints."
-      },
-      "DS2": {
-        "Description": "Drop Joints Break - Major Leakage - 0.01 breaks  per drop.",
-        "RepairAction": "Replace sprinkler drops and major water cleanup at broken joints"
-      }
-    }
-  },
-  "D.50.11.011a": {
-    "Description": "Transformer/primary service - Capacity: <100 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative.",
-        "RepairAction": "Service and repair existing transformer.    Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.011b": {
-    "Description": "Transformer/primary service - Capacity: 100 to <350 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative.",
-        "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.011c": {
-    "Description": "Transformer/primary service - Capacity: 350 to <750 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative.",
-        "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.011d": {
-    "Description": "Transformer/primary service - Capacity: 750 to 1500 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative.",
-        "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.013a": {
-    "Description": "Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 75 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.013b": {
-    "Description": "Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 75 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.013c": {
-    "Description": "Transformer/primary service - Capacity: <100 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 75 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.013d": {
-    "Description": "Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.013e": {
-    "Description": "Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.013f": {
-    "Description": "Transformer/primary service - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.013g": {
-    "Description": "Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.013h": {
-    "Description": "Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.013i": {
-    "Description": "Transformer/primary service - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.013j": {
-    "Description": "Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.013k": {
-    "Description": "Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.11.013l": {
-    "Description": "Transformer/primary service - Capacity: 750 to 1500 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad.  Transformer tower removed, repaired offsite, and reinstalled."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Service and repair existing transformer.  Transformer tower removed, repaired offsite, and reinstalled."
-      }
-    }
-  },
-  "D.50.12.013a": {
-    "Description": "Motor Control Center - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.50.12.013b": {
-    "Description": "Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.50.12.013c": {
-    "Description": "Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.50.12.013d": {
-    "Description": "Motor Control Center - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "If anchored repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad if anchored."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.50.12.021a": {
-    "Description": "Low Voltage Switchgear - Capacity: 100 to <350 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative.",
-        "RepairAction": "Replace insulator."
-      }
-    }
-  },
-  "D.50.12.021b": {
-    "Description": "Low Voltage Switchgear - Capacity: 350 to <750 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative.",
-        "RepairAction": "Replace insulator."
-      }
-    }
-  },
-  "D.50.12.021c": {
-    "Description": "Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative.",
-        "RepairAction": "Replace insulator."
-      }
-    }
-  },
-  "D.50.12.021d": {
-    "Description": "Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative.",
-        "RepairAction": "Replace insulator."
-      }
-    }
-  },
-  "D.50.12.023a": {
-    "Description": "Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.50.12.023b": {
-    "Description": "Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-      }
-    }
-  },
-  "D.50.12.023c": {
-    "Description": "Low Voltage Switchgear - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-      }
-    }
-  },
-  "D.50.12.023d": {
-    "Description": "Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.50.12.023e": {
-    "Description": "Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-      }
-    }
-  },
-  "D.50.12.023f": {
-    "Description": "Low Voltage Switchgear - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-      }
-    }
-  },
-  "D.50.12.023g": {
-    "Description": "Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.50.12.023h": {
-    "Description": "Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-      }
-    }
-  },
-  "D.50.12.023i": {
-    "Description": "Low Voltage Switchgear - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-      }
-    }
-  },
-  "D.50.12.023j": {
-    "Description": "Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.50.12.023k": {
-    "Description": "Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-      }
-    }
-  },
-  "D.50.12.023l": {
-    "Description": "Low Voltage Switchgear - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Replace fiberglass insulator supporting the vertical bus bars in the rear of the switchgear assembly"
-      }
-    }
-  },
-  "D.50.12.031a": {
-    "Description": "Distribution Panel - Capacity: 100 to <350 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment"
-      }
-    }
-  },
-  "D.50.12.031b": {
-    "Description": "Distribution Panel - Capacity: 350 to <750 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment"
-      }
-    }
-  },
-  "D.50.12.031c": {
-    "Description": "Distribution Panel - Capacity: 750 to <1200 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment"
-      }
-    }
-  },
-  "D.50.12.031d": {
-    "Description": "Distribution Panel - Capacity: 1200 to 2000 Amp - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment"
-      }
-    }
-  },
-  "D.50.12.033a": {
-    "Description": "Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-      }
-    }
-  },
-  "D.50.12.033b": {
-    "Description": "Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment"
-      }
-    }
-  },
-  "D.50.12.033c": {
-    "Description": "Distribution Panel - Capacity: 100 to <350 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 225 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.50.12.033d": {
-    "Description": "Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-      }
-    }
-  },
-  "D.50.12.033e": {
-    "Description": "Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment"
-      }
-    }
-  },
-  "D.50.12.033f": {
-    "Description": "Distribution Panel - Capacity: 350 to <750 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 400 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.50.12.033g": {
-    "Description": "Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-      }
-    }
-  },
-  "D.50.12.033h": {
-    "Description": "Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment"
-      }
-    }
-  },
-  "D.50.12.033i": {
-    "Description": "Distribution Panel - Capacity: 750 to <1200 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 800 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.50.12.033j": {
-    "Description": "Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-      }
-    }
-  },
-  "D.50.12.033k": {
-    "Description": "Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment"
-      }
-    }
-  },
-  "D.50.12.033l": {
-    "Description": "Distribution Panel - Capacity: 1200 to 2000 Amp - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 1600 Amp.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment in addition to repairing anchorage and concrete pad if floor mounted or wall if wall mounted."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.50.92.011a": {
-    "Description": "Battery Rack - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Pure DS1. Damaged, inoperative. Batteries fall, crack cases, dislodge conductors, or are otherwise damaged.",
-        "RepairAction": "Replace batteries."
-      },
-      "DS2": {
-        "Description": "Pure DS2. Batteries spill battery acid.",
-        "RepairAction": "Clean up spilled acid."
-      },
-      "DS3": {
-        "Description": "Combination of DS1 & DS2",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS4": {
-        "Description": "Pure DS3. Battery rack collapses.",
-        "RepairAction": "Replace battery rack."
-      },
-      "DS5": {
-        "Description": "Combination of DS1 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS6": {
-        "Description": "Combination of DS2 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS7": {
-        "Description": "Combination of DS1 & DS2 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      }
-    }
-  },
-  "D.50.92.013a": {
-    "Description": "Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.50.92.013b": {
-    "Description": "Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Pure DS1. Damaged, inoperative but anchorage is OK. Batteries fall, crack cases, dislodge conductors, or are otherwise damaged.",
-        "RepairAction": "Replace batteries."
-      },
-      "DS2": {
-        "Description": "Pure DS2. Batteries spill battery acid.",
-        "RepairAction": "Clean up spilled acid."
-      },
-      "DS3": {
-        "Description": "Combination of DS1 & DS2",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS4": {
-        "Description": "Pure DS3. Battery rack collapses.",
-        "RepairAction": "Replace battery rack."
-      },
-      "DS5": {
-        "Description": "Combination of DS1 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS6": {
-        "Description": "Combination of DS2 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      },
-      "DS7": {
-        "Description": "Combination of DS1 & DS2 & DS3",
-        "RepairAction": "Combination of pure DS repair actions."
-      }
-    }
-  },
-  "D.50.92.013c": {
-    "Description": "Battery Rack - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Equipment is damaged and inoperative.",
-        "RepairAction": "Replace batteries."
-      },
-      "DS4": {
-        "Description": "Equipment is damaged and inoperative.",
-        "RepairAction": "Replace batteries and clean up acid."
-      },
-      "DS5": {
-        "Description": "Equipment is damaged and inoperative.",
-        "RepairAction": "Replace rack including batteries and clean up acid."
-      }
-    }
-  },
-  "D.50.92.021a": {
-    "Description": "Battery Charger - Capacity: all - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Service for intermittent voltage output or for blown surge suppressor."
-      },
-      "DS2": {
-        "Description": "Damaged, inoperative but anchorage is OK. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.50.92.023a": {
-    "Description": "Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad / wall."
-      }
-    }
-  },
-  "D.50.92.023b": {
-    "Description": "Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK.",
-        "RepairAction": "Service for intermittent voltage output or for blown surge suppressor."
-      },
-      "DS2": {
-        "Description": "Damaged, inoperative but anchorage is OK. Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.50.92.023c": {
-    "Description": "Battery Charger - Capacity: all - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad (if floor mounted and wall if wall mounted) and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad / wall."
-      },
-      "DS3": {
-        "Description": "Equipment is damaged and inoperative.",
-        "RepairAction": "Service for intermittent voltage output or for blown surge suppressor."
-      },
-      "DS4": {
-        "Description": "Equipment is damaged and inoperative.",
-        "RepairAction": "Replace equipment."
-      }
-    }
-  },
-  "D.50.92.031a": {
-    "Description": "Diesel generator - Capacity: 100 to <350 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative. Pipes and nozzles damaged.",
-        "RepairAction": "Repair fracture pipes and damaged nozzles."
-      },
-      "DS2": {
-        "Description": "Damaged, inoperative. Drive shaft misalignment.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS3": {
-        "Description": "Damaged, inoperative. Minor electrical damage, e.g., failed relay.",
-        "RepairAction": "Minor electrical repair e.g., replace relay."
-      },
-      "DS4": {
-        "Description": "Damaged, inoperative. Exhaust line disconnected at expansion bellows.",
-        "RepairAction": "Reconnect exhaust line."
-      }
-    }
-  },
-  "D.50.92.031b": {
-    "Description": "Diesel generator - Capacity: 350 to <750 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative. Pipes and nozzles damaged.",
-        "RepairAction": "Repair fracture pipes and damaged nozzles."
-      },
-      "DS2": {
-        "Description": "Damaged, inoperative. Drive shaft misalignment.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS3": {
-        "Description": "Damaged, inoperative. Minor electrical damage, e.g., failed relay.",
-        "RepairAction": "Minor electrical repair e.g., replace relay."
-      },
-      "DS4": {
-        "Description": "Damaged, inoperative. Exhaust line disconnected at expansion bellows.",
-        "RepairAction": "Reconnect exhaust line."
-      }
-    }
-  },
-  "D.50.92.031c": {
-    "Description": "Diesel generator - Capacity: 750 to 1200 kVA - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative. Pipes and nozzles damaged.",
-        "RepairAction": "Repair fracture pipes and damaged nozzles."
-      },
-      "DS2": {
-        "Description": "Damaged, inoperative. Drive shaft misalignment.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS3": {
-        "Description": "Damaged, inoperative. Minor electrical damage, e.g., failed relay.",
-        "RepairAction": "Minor electrical repair e.g., replace relay."
-      },
-      "DS4": {
-        "Description": "Damaged, inoperative. Exhaust line disconnected at expansion bellows.",
-        "RepairAction": "Reconnect exhaust line."
-      }
-    }
-  },
-  "D.50.92.031d": {
-    "Description": "Diesel generator - Capacity: 1200 to 2000 kVa - Unanchored equipment that is not vibration isolated - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Unanchored equipment that is not vibration isolated",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative. Pipes and nozzles damaged.",
-        "RepairAction": "Repair fracture pipes and damaged nozzles."
-      },
-      "DS2": {
-        "Description": "Damaged, inoperative. Drive shaft misalignment.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS3": {
-        "Description": "Damaged, inoperative. Minor electrical damage, e.g., failed relay.",
-        "RepairAction": "Minor electrical repair e.g., replace relay."
-      },
-      "DS4": {
-        "Description": "Damaged, inoperative. Exhaust line disconnected at expansion bellows.",
-        "RepairAction": "Reconnect exhaust line."
-      }
-    }
-  },
-  "D.50.92.032a": {
-    "Description": "Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.50.92.032b": {
-    "Description": "Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-        "RepairAction": "Repair fracture pipes and damaged nozzles."
-      },
-      "DS2": {
-        "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS3": {
-        "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-        "RepairAction": "Minor electrical repair e.g., replace relay."
-      },
-      "DS4": {
-        "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-        "RepairAction": "Reconnect exhaust line."
-      }
-    }
-  },
-  "D.50.92.032c": {
-    "Description": "Diesel generator - Capacity: 100 to <350 kVA - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK",
-        "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-      },
-      "DS4": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS5": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "minor electrical repair e.g., replace relays."
-      }
-    }
-  },
-  "D.50.92.032d": {
-    "Description": "Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.50.92.032e": {
-    "Description": "Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-        "RepairAction": "Repair fracture pipes and damaged nozzles."
-      },
-      "DS2": {
-        "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS3": {
-        "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-        "RepairAction": "Minor electrical repair e.g., replace relay."
-      },
-      "DS4": {
-        "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-        "RepairAction": "Reconnect exhaust line."
-      }
-    }
-  },
-  "D.50.92.032f": {
-    "Description": "Diesel generator - Capacity: 350 to <750 kVA - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK",
-        "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-      },
-      "DS4": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS5": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "minor electrical repair e.g., replace relays."
-      }
-    }
-  },
-  "D.50.92.032g": {
-    "Description": "Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.50.92.032h": {
-    "Description": "Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-        "RepairAction": "Repair fracture pipes and damaged nozzles."
-      },
-      "DS2": {
-        "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS3": {
-        "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-        "RepairAction": "Minor electrical repair e.g., replace relay."
-      },
-      "DS4": {
-        "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-        "RepairAction": "Reconnect exhaust line."
-      }
-    }
-  },
-  "D.50.92.032i": {
-    "Description": "Diesel generator - Capacity: 750 to 1200 kVA - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK",
-        "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-      },
-      "DS4": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS5": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "minor electrical repair e.g., replace relays."
-      }
-    }
-  },
-  "D.50.92.032j": {
-    "Description": "Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 1500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.50.92.032k": {
-    "Description": "Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-        "RepairAction": "Repair fracture pipes and damaged nozzles."
-      },
-      "DS2": {
-        "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS3": {
-        "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-        "RepairAction": "Minor electrical repair e.g., replace relay."
-      },
-      "DS4": {
-        "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-        "RepairAction": "Reconnect exhaust line."
-      }
-    }
-  },
-  "D.50.92.032l": {
-    "Description": "Diesel generator - Capacity: 1200 to 2000 kVa - Vibration isolated equipment that is not snubbed or restrained - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 1500 kVa.\nConstruction Quality: Normal - Not designed for seismic loads\nSeismic Installation Conditions: Vibration isolated equipment that is not snubbed or restrained\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK",
-        "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-      },
-      "DS4": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS5": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "minor electrical repair e.g., replace relays."
-      }
-    }
-  },
-  "D.50.92.033a": {
-    "Description": "Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.50.92.033b": {
-    "Description": "Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-        "RepairAction": "Repair fracture pipes and damaged nozzles."
-      },
-      "DS2": {
-        "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS3": {
-        "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-        "RepairAction": "Minor electrical repair e.g., replace relay."
-      },
-      "DS4": {
-        "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-        "RepairAction": "Reconnect exhaust line."
-      }
-    }
-  },
-  "D.50.92.033c": {
-    "Description": "Diesel generator - Capacity: 100 to <350 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 250 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK",
-        "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-      },
-      "DS4": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS5": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "minor electrical repair e.g., replace relays."
-      }
-    }
-  },
-  "D.50.92.033d": {
-    "Description": "Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.50.92.033e": {
-    "Description": "Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-        "RepairAction": "Repair fracture pipes and damaged nozzles."
-      },
-      "DS2": {
-        "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS3": {
-        "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-        "RepairAction": "Minor electrical repair e.g., replace relay."
-      },
-      "DS4": {
-        "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-        "RepairAction": "Reconnect exhaust line."
-      }
-    }
-  },
-  "D.50.92.033f": {
-    "Description": "Diesel generator - Capacity: 350 to <750 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK",
-        "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-      },
-      "DS4": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS5": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "minor electrical repair e.g., replace relays."
-      }
-    }
-  },
-  "D.50.92.033g": {
-    "Description": "Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.50.92.033h": {
-    "Description": "Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-        "RepairAction": "Repair fracture pipes and damaged nozzles."
-      },
-      "DS2": {
-        "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS3": {
-        "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-        "RepairAction": "Minor electrical repair e.g., replace relay."
-      },
-      "DS4": {
-        "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-        "RepairAction": "Reconnect exhaust line."
-      }
-    }
-  },
-  "D.50.92.033i": {
-    "Description": "Diesel generator - Capacity: 750 to 1200 kVA - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 1000 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK",
-        "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-      },
-      "DS4": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS5": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "minor electrical repair e.g., replace relays."
-      }
-    }
-  },
-  "D.50.92.033j": {
-    "Description": "Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Anchorage fragility only",
-    "Comments": "Costing is per unit and is based upon 1500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      }
-    }
-  },
-  "D.50.92.033k": {
-    "Description": "Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Equipment fragility only",
-    "Comments": "Costing is per unit and is based upon 1500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Damaged, inoperative but anchorage is OK. Pipes and nozzles damaged.",
-        "RepairAction": "Repair fracture pipes and damaged nozzles."
-      },
-      "DS2": {
-        "Description": "Damaged, inoperative but anchorage is OK. Drive shaft misalignment.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS3": {
-        "Description": "Damaged, inoperative but anchorage is OK. Minor electrical damage, e.g., failed relay.",
-        "RepairAction": "Minor electrical repair e.g., replace relay."
-      },
-      "DS4": {
-        "Description": "Damaged, inoperative but anchorage is OK. Exhaust line disconnected at expansion bellows.",
-        "RepairAction": "Reconnect exhaust line."
-      }
-    }
-  },
-  "D.50.92.033l": {
-    "Description": "Diesel generator - Capacity: 1200 to 2000 kVa - Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints - Combined anchorage/isolator & equipment fragility",
-    "Comments": "Costing is per unit and is based upon 1500 kVa.\nConstruction Quality: Normal - Designed for seismic loads but no special seismic certification\nSeismic Installation Conditions: Equipment that is either hard anchored or is vibration isolated with seismic snubbers/restraints\nNotes: User to provide median demand and dispersion values.  The values listed are default PACT values and do not represent the response of this component.",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "YES",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Anchorage failure.",
-        "RepairAction": "Repair anchorage and concrete pad and remount equipment."
-      },
-      "DS2": {
-        "Description": "Anchorage failure & Equipment damaged beyond repair.",
-        "RepairAction": "Replace equipment including attached utilities in addition to repairing anchorage and concrete pad."
-      },
-      "DS3": {
-        "Description": "Damaged, Inoperative but anchorage is OK",
-        "RepairAction": "Repair fracture pipes & damaged nozzles, and or reconnect exhaust line."
-      },
-      "DS4": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "Overhaul because of drive shaft misalignment."
-      },
-      "DS5": {
-        "Description": "Equipment is damaged and inoperative but anchorage is OK.",
-        "RepairAction": "minor electrical repair e.g., replace relays."
-      }
-    }
-  },
-  "F.10.12.001": {
-    "Description": "Storage racks designed and installed before 2007, big box retail (12' to 15' tall)",
-    "Comments": "Standard pallet back to back storage rack.  Three to five levels tall with total height from 15 to 20 ft.  Costing assumes one single side access rack.  Costing of rack and restocking based upon 50 LF of rack.  Costing of rack contents to be furnished by user.   \nConstruction Quality: Normal\nSeismic Installation Conditions: Varies",
-    "SuggestedComponentBlockSize": "50 LF",
-    "RoundUpToIntegerQuantity": "NO",
-    "ControllingDemand": "Damage Quantity",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Significant merchandise shedding from rack shelves.",
-        "RepairAction": "Minor repair to storage rack.  Resort and restock shelves.  Clean up debris.  "
-      },
-      "DS2": {
-        "Description": "Significant structural damage to rack structure.",
-        "RepairAction": "Remove and replace storage rack system.  Make minor repair to adjacent finishes.  Resort and restock shelves.  Clean up debris.  "
-      }
-    }
-  }
-}
\ No newline at end of file
diff --git a/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_bldg.csv b/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_bldg.csv
deleted file mode 100644
index c56104a50..000000000
--- a/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_bldg.csv
+++ /dev/null
@@ -1,169 +0,0 @@
-ID,Incomplete,Quantity-Unit,DV-Unit,DS1-Theta_0,DS2-Theta_0,DS3-Theta_0,DS4-Theta_0,DS5-Theta_0
-STR.RES1-Cost,0,1 EA,loss_ratio,0.005,0.023,0.117,0.234,0.234
-STR.RES1-Time,0,1 EA,day,2,30,90,180,180
-STR.RES2-Cost,0,1 EA,loss_ratio,0.004,0.024,0.073,0.244,0.244
-STR.RES2-Time,0,1 EA,day,2,10,30,60,60
-STR.RES3-Cost,0,1 EA,loss_ratio,0.003,0.014,0.069,0.138,0.138
-STR.RES3-Time,0,1 EA,day,5,30,120,240,240
-STR.RES4-Cost,0,1 EA,loss_ratio,0.002,0.014,0.068,0.136,0.136
-STR.RES4-Time,0,1 EA,day,5,30,120,240,240
-STR.RES5-Cost,0,1 EA,loss_ratio,0.004,0.019,0.094,0.188,0.188
-STR.RES5-Time,0,1 EA,day,5,30,120,240,240
-STR.RES6-Cost,0,1 EA,loss_ratio,0.004,0.018,0.092,0.184,0.184
-STR.RES6-Time,0,1 EA,day,5,30,120,240,240
-STR.COM1-Cost,0,1 EA,loss_ratio,0.006,0.029,0.147,0.294,0.294
-STR.COM1-Time,0,1 EA,day,5,30,90,180,180
-STR.COM2-Cost,0,1 EA,loss_ratio,0.006,0.032,0.162,0.324,0.324
-STR.COM2-Time,0,1 EA,day,5,30,90,180,180
-STR.COM3-Cost,0,1 EA,loss_ratio,0.003,0.016,0.081,0.162,0.162
-STR.COM3-Time,0,1 EA,day,5,30,90,180,180
-STR.COM4-Cost,0,1 EA,loss_ratio,0.004,0.019,0.096,0.192,0.192
-STR.COM4-Time,0,1 EA,day,5,30,120,240,240
-STR.COM5-Cost,0,1 EA,loss_ratio,0.003,0.014,0.069,0.138,0.138
-STR.COM5-Time,0,1 EA,day,5,30,90,180,180
-STR.COM6-Cost,0,1 EA,loss_ratio,0.002,0.014,0.070,0.140,0.140
-STR.COM6-Time,0,1 EA,day,10,45,180,360,360
-STR.COM7-Cost,0,1 EA,loss_ratio,0.003,0.014,0.072,0.144,0.144
-STR.COM7-Time,0,1 EA,day,10,45,180,240,240
-STR.COM8-Cost,0,1 EA,loss_ratio,0.002,0.010,0.050,0.100,0.100
-STR.COM8-Time,0,1 EA,day,5,30,90,180,180
-STR.COM9-Cost,0,1 EA,loss_ratio,0.003,0.012,0.061,0.122,0.122
-STR.COM9-Time,0,1 EA,day,5,30,120,240,240
-STR.COM10-Cost,0,1 EA,loss_ratio,0.013,0.061,0.304,0.609,0.609
-STR.COM10-Time,0,1 EA,day,2,20,80,160,160
-STR.IND1-Cost,0,1 EA,loss_ratio,0.004,0.016,0.078,0.157,0.157
-STR.IND1-Time,0,1 EA,day,10,30,120,240,240
-STR.IND2-Cost,0,1 EA,loss_ratio,0.004,0.016,0.078,0.157,0.157
-STR.IND2-Time,0,1 EA,day,10,30,120,240,240
-STR.IND3-Cost,0,1 EA,loss_ratio,0.004,0.016,0.078,0.157,0.157
-STR.IND3-Time,0,1 EA,day,10,30,120,240,240
-STR.IND4-Cost,0,1 EA,loss_ratio,0.004,0.016,0.078,0.157,0.157
-STR.IND4-Time,0,1 EA,day,10,30,120,240,240
-STR.IND5-Cost,0,1 EA,loss_ratio,0.004,0.016,0.078,0.157,0.157
-STR.IND5-Time,0,1 EA,day,20,45,180,360,360
-STR.IND6-Cost,0,1 EA,loss_ratio,0.004,0.016,0.078,0.157,0.157
-STR.IND6-Time,0,1 EA,day,5,20,80,160,160
-STR.AGR1-Cost,0,1 EA,loss_ratio,0.008,0.046,0.231,0.462,0.462
-STR.AGR1-Time,0,1 EA,day,2,10,30,60,60
-STR.REL1-Cost,0,1 EA,loss_ratio,0.003,0.020,0.099,0.198,0.198
-STR.REL1-Time,0,1 EA,day,10,30,120,240,240
-STR.GOV1-Cost,0,1 EA,loss_ratio,0.003,0.018,0.090,0.179,0.179
-STR.GOV1-Time,0,1 EA,day,10,30,120,240,240
-STR.GOV2-Cost,0,1 EA,loss_ratio,0.003,0.015,0.077,0.153,0.153
-STR.GOV2-Time,0,1 EA,day,5,20,90,180,180
-STR.EDU1-Cost,0,1 EA,loss_ratio,0.004,0.019,0.095,0.189,0.189
-STR.EDU1-Time,0,1 EA,day,10,30,120,240,240
-STR.EDU2-Cost,0,1 EA,loss_ratio,0.002,0.011,0.055,0.110,0.110
-STR.EDU2-Time,0,1 EA,day,10,45,180,360,360
-NSD.RES1-Cost,0,1 EA,loss_ratio,0.010,0.050,0.250,0.500,
-NSD.RES2-Cost,0,1 EA,loss_ratio,0.008,0.038,0.189,0.378,
-NSD.RES3-Cost,0,1 EA,loss_ratio,0.009,0.043,0.213,0.425,
-NSD.RES4-Cost,0,1 EA,loss_ratio,0.009,0.043,0.216,0.432,
-NSD.RES5-Cost,0,1 EA,loss_ratio,0.008,0.040,0.200,0.400,
-NSD.RES6-Cost,0,1 EA,loss_ratio,0.008,0.041,0.204,0.408,
-NSD.COM1-Cost,0,1 EA,loss_ratio,0.006,0.027,0.138,0.275,
-NSD.COM2-Cost,0,1 EA,loss_ratio,0.006,0.026,0.132,0.265,
-NSD.COM3-Cost,0,1 EA,loss_ratio,0.007,0.034,0.169,0.338,
-NSD.COM4-Cost,0,1 EA,loss_ratio,0.007,0.033,0.164,0.329,
-NSD.COM5-Cost,0,1 EA,loss_ratio,0.007,0.034,0.172,0.345,
-NSD.COM6-Cost,0,1 EA,loss_ratio,0.008,0.035,0.174,0.347,
-NSD.COM7-Cost,0,1 EA,loss_ratio,0.007,0.034,0.172,0.344,
-NSD.COM8-Cost,0,1 EA,loss_ratio,0.007,0.036,0.178,0.356,
-NSD.COM9-Cost,0,1 EA,loss_ratio,0.007,0.035,0.176,0.351,
-NSD.COM10-Cost,0,1 EA,loss_ratio,0.004,0.017,0.087,0.174,
-NSD.IND1-Cost,0,1 EA,loss_ratio,0.002,0.012,0.059,0.118,
-NSD.IND2-Cost,0,1 EA,loss_ratio,0.002,0.012,0.059,0.118,
-NSD.IND3-Cost,0,1 EA,loss_ratio,0.002,0.012,0.059,0.118,
-NSD.IND4-Cost,0,1 EA,loss_ratio,0.002,0.012,0.059,0.118,
-NSD.IND5-Cost,0,1 EA,loss_ratio,0.002,0.012,0.059,0.118,
-NSD.IND6-Cost,0,1 EA,loss_ratio,0.002,0.012,0.059,0.118,
-NSD.AGR1-Cost,0,1 EA,loss_ratio,0.000,0.008,0.038,0.077,
-NSD.REL1-Cost,0,1 EA,loss_ratio,0.008,0.033,0.163,0.326,
-NSD.GOV1-Cost,0,1 EA,loss_ratio,0.007,0.033,0.164,0.328,
-NSD.GOV2-Cost,0,1 EA,loss_ratio,0.007,0.034,0.171,0.342,
-NSD.EDU1-Cost,0,1 EA,loss_ratio,0.009,0.049,0.243,0.487,
-NSD.EDU2-Cost,0,1 EA,loss_ratio,0.012,0.060,0.300,0.600,
-NSA.RES1-Cost,0,1 EA,loss_ratio,0.005,0.027,0.080,0.266,
-NSA.RES2-Cost,0,1 EA,loss_ratio,0.008,0.038,0.113,0.378,
-NSA.RES3-Cost,0,1 EA,loss_ratio,0.008,0.043,0.131,0.437,
-NSA.RES4-Cost,0,1 EA,loss_ratio,0.009,0.043,0.130,0.432,
-NSA.RES5-Cost,0,1 EA,loss_ratio,0.008,0.041,0.124,0.412,
-NSA.RES6-Cost,0,1 EA,loss_ratio,0.008,0.041,0.122,0.408,
-NSA.COM1-Cost,0,1 EA,loss_ratio,0.008,0.044,0.129,0.431,
-NSA.COM2-Cost,0,1 EA,loss_ratio,0.008,0.042,0.124,0.411,
-NSA.COM3-Cost,0,1 EA,loss_ratio,0.010,0.050,0.150,0.500,
-NSA.COM4-Cost,0,1 EA,loss_ratio,0.009,0.048,0.144,0.479,
-NSA.COM5-Cost,0,1 EA,loss_ratio,0.010,0.052,0.155,0.517,
-NSA.COM6-Cost,0,1 EA,loss_ratio,0.010,0.051,0.154,0.513,
-NSA.COM7-Cost,0,1 EA,loss_ratio,0.010,0.052,0.153,0.512,
-NSA.COM8-Cost,0,1 EA,loss_ratio,0.011,0.054,0.163,0.544,
-NSA.COM9-Cost,0,1 EA,loss_ratio,0.010,0.053,0.158,0.527,
-NSA.COM10-Cost,0,1 EA,loss_ratio,0.003,0.022,0.065,0.217,
-NSA.IND1-Cost,0,1 EA,loss_ratio,0.014,0.072,0.218,0.725,
-NSA.IND2-Cost,0,1 EA,loss_ratio,0.014,0.072,0.218,0.725,
-NSA.IND3-Cost,0,1 EA,loss_ratio,0.014,0.072,0.218,0.725,
-NSA.IND4-Cost,0,1 EA,loss_ratio,0.014,0.072,0.218,0.725,
-NSA.IND5-Cost,0,1 EA,loss_ratio,0.014,0.072,0.218,0.725,
-NSA.IND6-Cost,0,1 EA,loss_ratio,0.014,0.072,0.218,0.725,
-NSA.AGR1-Cost,0,1 EA,loss_ratio,0.008,0.046,0.138,0.461,
-NSA.REL1-Cost,0,1 EA,loss_ratio,0.009,0.047,0.143,0.476,
-NSA.GOV1-Cost,0,1 EA,loss_ratio,0.010,0.049,0.148,0.493,
-NSA.GOV2-Cost,0,1 EA,loss_ratio,0.010,0.051,0.151,0.505,
-NSA.EDU1-Cost,0,1 EA,loss_ratio,0.007,0.032,0.097,0.324,
-NSA.EDU2-Cost,0,1 EA,loss_ratio,0.006,0.029,0.087,0.290,
-LF.RES1-Cost,0,1 EA,loss_ratio,0.020,0.100,0.447,1.000,1.000
-LF.RES1-Time,0,1 EA,day,2,30,90,180,180
-LF.RES2-Cost,0,1 EA,loss_ratio,0.020,0.100,0.375,1.000,1.000
-LF.RES2-Time,0,1 EA,day,2,10,30,60,60
-LF.RES3-Cost,0,1 EA,loss_ratio,0.020,0.100,0.413,1.000,1.000
-LF.RES3-Time,0,1 EA,day,5,30,120,240,240
-LF.RES4-Cost,0,1 EA,loss_ratio,0.020,0.100,0.414,1.000,1.000
-LF.RES4-Time,0,1 EA,day,5,30,120,240,240
-LF.RES5-Cost,0,1 EA,loss_ratio,0.020,0.100,0.418,1.000,1.000
-LF.RES5-Time,0,1 EA,day,5,30,120,240,240
-LF.RES6-Cost,0,1 EA,loss_ratio,0.020,0.100,0.418,1.000,1.000
-LF.RES6-Time,0,1 EA,day,5,30,120,240,240
-LF.COM1-Cost,0,1 EA,loss_ratio,0.020,0.100,0.414,1.000,1.000
-LF.COM1-Time,0,1 EA,day,5,30,90,180,180
-LF.COM2-Cost,0,1 EA,loss_ratio,0.020,0.100,0.418,1.000,1.000
-LF.COM2-Time,0,1 EA,day,5,30,90,180,180
-LF.COM3-Cost,0,1 EA,loss_ratio,0.020,0.100,0.400,1.000,1.000
-LF.COM3-Time,0,1 EA,day,5,30,90,180,180
-LF.COM4-Cost,0,1 EA,loss_ratio,0.020,0.100,0.404,1.000,1.000
-LF.COM4-Time,0,1 EA,day,5,30,120,240,240
-LF.COM5-Cost,0,1 EA,loss_ratio,0.020,0.100,0.396,1.000,1.000
-LF.COM5-Time,0,1 EA,day,5,30,90,180,180
-LF.COM6-Cost,0,1 EA,loss_ratio,0.020,0.100,0.398,1.000,1.000
-LF.COM6-Time,0,1 EA,day,10,45,180,360,360
-LF.COM7-Cost,0,1 EA,loss_ratio,0.020,0.100,0.397,1.000,1.000
-LF.COM7-Time,0,1 EA,day,10,45,180,240,240
-LF.COM8-Cost,0,1 EA,loss_ratio,0.020,0.100,0.391,1.000,1.000
-LF.COM8-Time,0,1 EA,day,5,30,90,180,180
-LF.COM9-Cost,0,1 EA,loss_ratio,0.020,0.100,0.395,1.000,1.000
-LF.COM9-Time,0,1 EA,day,5,30,120,240,240
-LF.COM10-Cost,0,1 EA,loss_ratio,0.020,0.100,0.456,1.000,1.000
-LF.COM10-Time,0,1 EA,day,2,20,80,160,160
-LF.IND1-Cost,0,1 EA,loss_ratio,0.020,0.100,0.355,1.000,1.000
-LF.IND1-Time,0,1 EA,day,10,30,120,240,240
-LF.IND2-Cost,0,1 EA,loss_ratio,0.020,0.100,0.355,1.000,1.000
-LF.IND2-Time,0,1 EA,day,10,30,120,240,240
-LF.IND3-Cost,0,1 EA,loss_ratio,0.020,0.100,0.355,1.000,1.000
-LF.IND3-Time,0,1 EA,day,10,30,120,240,240
-LF.IND4-Cost,0,1 EA,loss_ratio,0.020,0.100,0.355,1.000,1.000
-LF.IND4-Time,0,1 EA,day,10,30,120,240,240
-LF.IND5-Cost,0,1 EA,loss_ratio,0.020,0.100,0.355,1.000,1.000
-LF.IND5-Time,0,1 EA,day,20,45,180,360,360
-LF.IND6-Cost,0,1 EA,loss_ratio,0.020,0.100,0.355,1.000,1.000
-LF.IND6-Time,0,1 EA,day,5,20,80,160,160
-LF.AGR1-Cost,0,1 EA,loss_ratio,0.016,0.100,0.407,1.000,1.000
-LF.AGR1-Time,0,1 EA,day,2,10,30,60,60
-LF.REL1-Cost,0,1 EA,loss_ratio,0.020,0.100,0.405,1.000,1.000
-LF.REL1-Time,0,1 EA,day,10,30,120,240,240
-LF.GOV1-Cost,0,1 EA,loss_ratio,0.020,0.100,0.402,1.000,1.000
-LF.GOV1-Time,0,1 EA,day,10,30,120,240,240
-LF.GOV2-Cost,0,1 EA,loss_ratio,0.020,0.100,0.399,1.000,1.000
-LF.GOV2-Time,0,1 EA,day,5,20,90,180,180
-LF.EDU1-Cost,0,1 EA,loss_ratio,0.020,0.100,0.435,1.000,1.000
-LF.EDU1-Time,0,1 EA,day,10,30,120,240,240
-LF.EDU2-Cost,0,1 EA,loss_ratio,0.020,0.100,0.442,1.000,1.000
-LF.EDU2-Time,0,1 EA,day,10,45,180,360,360
diff --git a/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_bldg.json b/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_bldg.json
deleted file mode 100644
index 99d3ce053..000000000
--- a/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_bldg.json
+++ /dev/null
@@ -1,2425 +0,0 @@
-{
-  "_GeneralInformation": {
-    "ShortName": "Hazus Earthquake Methodology - Buildings",
-    "Description": "The models in this dataset are based on version 5.1 of the Hazus Earthquake Model Technical Manual",
-    "Version": "1.0",
-    "DecisionVariables": {
-      "Cost": "Repair costs are measured by loss ratios as percentage of replacement cost.",
-      "Time": "Repair time is measured in days and captures the time it takes to repair the damages. The time to repair a damaged building can be divided into two parts: construction and clean-up time, and time to obtain financing, permits, and complete design. The times presented in these models capture only the former (i.e., clean-up and construction)."
-    },
-    "ComponentGroups": [
-      "LF - Lifeline Facilities",
-      "NSA - Non-Structural Acceleration-Sensitive",
-      "NSD - Non-Structural Drift-Sensitive",
-      "STR - Structural"
-    ]
-  },
-  "STR.RES1": {
-    "Description": "Structural, Single-family Dwelling",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Single-family Dwelling, Detached House",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.RES2": {
-    "Description": "Structural, Mobile Home",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Mobile Home",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.RES3": {
-    "Description": "Structural, Multi-family Dwelling",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Multi-family Dwelling, Apartments, Condominiums",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.RES4": {
-    "Description": "Structural, Temporary Lodging",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Temporary Lodging such as Hotel, Motel",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.RES5": {
-    "Description": "Structural, Institutional Dormitory",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Institutional Dormitory, including group housing (military, college) as well as jails",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.RES6": {
-    "Description": "Structural, Nursing Home",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Nursing Home",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM1": {
-    "Description": "Structural, Retail Trade",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Retail Trade such as stores",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM2": {
-    "Description": "Structural, Wholesale Trade",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Wholesale Trade such as warehouses",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM3": {
-    "Description": "Structural, Personal and Repair Services",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Personal and Repair Services such as service stations and repair shops",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM4": {
-    "Description": "Structural, Professional and Technical Services",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Professional and Technical Services such as Offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM5": {
-    "Description": "Structural, Banks and Financial Institutions",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Banks and Financial Institutions",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM6": {
-    "Description": "Structural, Hospital",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Hospital",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM7": {
-    "Description": "Structural, Medical Office and Clinic",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Medical Office and Clinic",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM8": {
-    "Description": "Structural, Entertainment and Recreation",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Entertainment and Recreation including restaurants and bars",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM9": {
-    "Description": "Structural, Theaters",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy type: Theatres",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM10": {
-    "Description": "Structural, Parking",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Parking",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.IND1": {
-    "Description": "Structural, Heavy Industry",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Heavy Industry factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.IND2": {
-    "Description": "Structural, Light Industry",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Light Industry factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.IND3": {
-    "Description": "Structural, Food/Drugs/Chemicals",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Food/Drug/Chemical plants",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.IND4": {
-    "Description": "Structural, Metals/Minerals Processing",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Metals/Minerals Processing plants",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.IND5": {
-    "Description": "Structural, High Technology",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: High Technology factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.IND6": {
-    "Description": "Structural, Construction",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Construction Offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.AGR1": {
-    "Description": "Structural, Agriculture",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Agriculture",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.REL1": {
-    "Description": "Structural, Church",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Church",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.GOV1": {
-    "Description": "Structural, General Government Services",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: General Government Services offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.GOV2": {
-    "Description": "Structural, Emergency Response",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Emergency Response such as Police and Fire Stations",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.EDU1": {
-    "Description": "Structural, Schools",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Schools",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.EDU2": {
-    "Description": "Structural, Colleges/Universities",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Colleges/Universities excluding group housing",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "NSD.RES1": {
-    "Description": "Drift-Sensitive Nonstructural, Single-family Dwelling",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Single-family Dwelling, Detached House",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.RES2": {
-    "Description": "Drift-Sensitive Nonstructural, Mobile Home",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Mobile Home",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.RES3": {
-    "Description": "Drift-Sensitive Nonstructural, Multi-family Dwelling",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Multi-family Dwelling, Apartments, Condominiums",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.RES4": {
-    "Description": "Drift-Sensitive Nonstructural, Temporary Lodging",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Temporary Lodging such as Hotel, Motel",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.RES5": {
-    "Description": "Drift-Sensitive Nonstructural, Institutional Dormitory",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Institutional Dormitory, including group housing (military, college) as well as jails",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.RES6": {
-    "Description": "Drift-Sensitive Nonstructural, Nursing Home",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Nursing Home",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM1": {
-    "Description": "Drift-Sensitive Nonstructural, Retail Trade",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Retail Trade such as stores",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM2": {
-    "Description": "Drift-Sensitive Nonstructural, Wholesale Trade",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Wholesale Trade such as warehouses",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM3": {
-    "Description": "Drift-Sensitive Nonstructural, Personal and Repair Services",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Personal and Repair Services such as service stations and repair shops",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM4": {
-    "Description": "Drift-Sensitive Nonstructural, Professional and Technical Services",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Professional and Technical Services such as Offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM5": {
-    "Description": "Drift-Sensitive Nonstructural, Banks and Financial Institutions",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Banks and Financial Institutions",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM6": {
-    "Description": "Drift-Sensitive Nonstructural, Hospital",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Hospital",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM7": {
-    "Description": "Drift-Sensitive Nonstructural, Medical Office and Clinic",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Medical Office and Clinic",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM8": {
-    "Description": "Drift-Sensitive Nonstructural, Entertainment and Recreation",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Entertainment and Recreation including restaurants and bars",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM9": {
-    "Description": "Drift-Sensitive Nonstructural, Theaters",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy type: Theatres",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM10": {
-    "Description": "Drift-Sensitive Nonstructural, Parking",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Parking",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.IND1": {
-    "Description": "Drift-Sensitive Nonstructural, Heavy Industry",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Heavy Industry factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.IND2": {
-    "Description": "Drift-Sensitive Nonstructural, Light Industry",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Light Industry factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.IND3": {
-    "Description": "Drift-Sensitive Nonstructural, Food/Drugs/Chemicals",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Food/Drug/Chemical plants",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.IND4": {
-    "Description": "Drift-Sensitive Nonstructural, Metals/Minerals Processing",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Metals/Minerals Processing plants",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.IND5": {
-    "Description": "Drift-Sensitive Nonstructural, High Technology",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: High Technology factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.IND6": {
-    "Description": "Drift-Sensitive Nonstructural, Construction",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Construction Offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.AGR1": {
-    "Description": "Drift-Sensitive Nonstructural, Agriculture",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Agriculture",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.REL1": {
-    "Description": "Drift-Sensitive Nonstructural, Church",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Church",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.GOV1": {
-    "Description": "Drift-Sensitive Nonstructural, General Government Services",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: General Government Services offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.GOV2": {
-    "Description": "Drift-Sensitive Nonstructural, Emergency Response",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Emergency Response such as Police and Fire Stations",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.EDU1": {
-    "Description": "Drift-Sensitive Nonstructural, Schools",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Schools",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.EDU2": {
-    "Description": "Drift-Sensitive Nonstructural, Colleges/Universities",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Colleges/Universities excluding group housing",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSA.RES1": {
-    "Description": "Acceleration-Sensitive Nonstructural, Single-family Dwelling",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Single-family Dwelling, Detached House",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.RES2": {
-    "Description": "Acceleration-Sensitive Nonstructural, Mobile Home",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Mobile Home",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.RES3": {
-    "Description": "Acceleration-Sensitive Nonstructural, Multi-family Dwelling",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Multi-family Dwelling, Apartments, Condominiums",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.RES4": {
-    "Description": "Acceleration-Sensitive Nonstructural, Temporary Lodging",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Temporary Lodging such as Hotel, Motel",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.RES5": {
-    "Description": "Acceleration-Sensitive Nonstructural, Institutional Dormitory",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Institutional Dormitory, including group housing (military, college) as well as jails",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.RES6": {
-    "Description": "Acceleration-Sensitive Nonstructural, Nursing Home",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Nursing Home",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM1": {
-    "Description": "Acceleration-Sensitive Nonstructural, Retail Trade",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Retail Trade such as stores",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM2": {
-    "Description": "Acceleration-Sensitive Nonstructural, Wholesale Trade",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Wholesale Trade such as warehouses",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM3": {
-    "Description": "Acceleration-Sensitive Nonstructural, Personal and Repair Services",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Personal and Repair Services such as service stations and repair shops",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM4": {
-    "Description": "Acceleration-Sensitive Nonstructural, Professional and Technical Services",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Professional and Technical Services such as Offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM5": {
-    "Description": "Acceleration-Sensitive Nonstructural, Banks and Financial Institutions",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Banks and Financial Institutions",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM6": {
-    "Description": "Acceleration-Sensitive Nonstructural, Hospital",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Hospital",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM7": {
-    "Description": "Acceleration-Sensitive Nonstructural, Medical Office and Clinic",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Medical Office and Clinic",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM8": {
-    "Description": "Acceleration-Sensitive Nonstructural, Entertainment and Recreation",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Entertainment and Recreation including restaurants and bars",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM9": {
-    "Description": "Acceleration-Sensitive Nonstructural, Theaters",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy type: Theatres",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM10": {
-    "Description": "Acceleration-Sensitive Nonstructural, Parking",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Parking",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.IND1": {
-    "Description": "Acceleration-Sensitive Nonstructural, Heavy Industry",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Heavy Industry factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.IND2": {
-    "Description": "Acceleration-Sensitive Nonstructural, Light Industry",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Light Industry factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.IND3": {
-    "Description": "Acceleration-Sensitive Nonstructural, Food/Drugs/Chemicals",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Food/Drug/Chemical plants",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.IND4": {
-    "Description": "Acceleration-Sensitive Nonstructural, Metals/Minerals Processing",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Metals/Minerals Processing plants",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.IND5": {
-    "Description": "Acceleration-Sensitive Nonstructural, High Technology",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: High Technology factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.IND6": {
-    "Description": "Acceleration-Sensitive Nonstructural, Construction",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Construction Offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.AGR1": {
-    "Description": "Acceleration-Sensitive Nonstructural, Agriculture",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Agriculture",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.REL1": {
-    "Description": "Acceleration-Sensitive Nonstructural, Church",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Church",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.GOV1": {
-    "Description": "Acceleration-Sensitive Nonstructural, General Government Services",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: General Government Services offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.GOV2": {
-    "Description": "Acceleration-Sensitive Nonstructural, Emergency Response",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Emergency Response such as Police and Fire Stations",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.EDU1": {
-    "Description": "Acceleration-Sensitive Nonstructural, Schools",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Schools",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.EDU2": {
-    "Description": "Acceleration-Sensitive Nonstructural, Colleges/Universities",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Colleges/Universities excluding group housing",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "LF.RES1": {
-    "Description": "Lifeline Facilities, Single-family Dwelling",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Single-family Dwelling, Detached House",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.RES2": {
-    "Description": "Lifeline Facilities, Mobile Home",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Mobile Home",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.RES3": {
-    "Description": "Lifeline Facilities, Multi-family Dwelling",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Multi-family Dwelling, Apartments, Condominiums",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.RES4": {
-    "Description": "Lifeline Facilities, Temporary Lodging",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Temporary Lodging such as Hotel, Motel",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.RES5": {
-    "Description": "Lifeline Facilities, Institutional Dormitory",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Institutional Dormitory, including group housing (military, college) as well as jails",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.RES6": {
-    "Description": "Lifeline Facilities, Nursing Home",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Nursing Home",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.COM1": {
-    "Description": "Lifeline Facilities, Retail Trade",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Retail Trade such as stores",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.COM2": {
-    "Description": "Lifeline Facilities, Wholesale Trade",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Wholesale Trade such as warehouses",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.COM3": {
-    "Description": "Lifeline Facilities, Personal and Repair Services",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Personal and Repair Services such as service stations and repair shops",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.COM4": {
-    "Description": "Lifeline Facilities, Professional and Technical Services",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Professional and Technical Services such as Offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.COM5": {
-    "Description": "Lifeline Facilities, Banks and Financial Institutions",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Banks and Financial Institutions",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.COM6": {
-    "Description": "Lifeline Facilities, Hospital",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Hospital",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.COM7": {
-    "Description": "Lifeline Facilities, Medical Office and Clinic",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Medical Office and Clinic",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.COM8": {
-    "Description": "Lifeline Facilities, Entertainment and Recreation",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Entertainment and Recreation including restaurants and bars",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.COM9": {
-    "Description": "Lifeline Facilities, Theaters",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy type: Theatres",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.COM10": {
-    "Description": "Lifeline Facilities, Parking",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Parking",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.IND1": {
-    "Description": "Lifeline Facilities, Heavy Industry",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Heavy Industry factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.IND2": {
-    "Description": "Lifeline Facilities, Light Industry",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Light Industry factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.IND3": {
-    "Description": "Lifeline Facilities, Food/Drugs/Chemicals",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Food/Drug/Chemical plants",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.IND4": {
-    "Description": "Lifeline Facilities, Metals/Minerals Processing",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Metals/Minerals Processing plants",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.IND5": {
-    "Description": "Lifeline Facilities, High Technology",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: High Technology factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.IND6": {
-    "Description": "Lifeline Facilities, Construction",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Construction Offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.AGR1": {
-    "Description": "Lifeline Facilities, Agriculture",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Agriculture",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.REL1": {
-    "Description": "Lifeline Facilities, Church",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Church",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.GOV1": {
-    "Description": "Lifeline Facilities, General Government Services",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: General Government Services offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.GOV2": {
-    "Description": "Lifeline Facilities, Emergency Response",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Emergency Response such as Police and Fire Stations",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.EDU1": {
-    "Description": "Lifeline Facilities, Schools",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Schools",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "LF.EDU2": {
-    "Description": "Lifeline Facilities, Colleges/Universities",
-    "Comments": "Lifeline Facility damage functions are expressed in terms of an equivalent value of PGA for efficient evaluation of buildings that are components of utility and transportation systems. Only structural damage functions are developed based on PGA, since structural damage is considered the most appropriate measure of damage for utility and transportation system facilities. Median values of equivalent-PGA fragility curves are based on median values of spectral displacement of the damage state of interest and an assumed demand spectrum shape that relates spectral response to PGA. As such, median values of equivalent PGA are very sensitive to the shape assumed for the demand spectrum. Spectrum shape is influenced by earthquake source (i.e., WUS vs. CEUS attenuation functions), earthquake magnitude (e.g., large vs. small magnitude events), distance from source to site, site conditions (e.g., soil vs. rock), and effective damping, which varies based on building properties and earthquake duration (e.g., short, moderate, or long duration). These fragility curves were developed for a single set of spectrum shape factors (a reference spectrum), and a formula is provided for modifying damage state medians to approximate other spectrum shapes. The reference spectrum represents ground shaking of a large magnitude (i.e., M7.0) western United States (WUS) earthquake for soil sites (e.g., Site Class D) at site-to-source distances of 15 km or greater. \nOccupancy Type: Colleges/Universities excluding group housing",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  }
-}
\ No newline at end of file
diff --git a/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_story.csv b/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_story.csv
deleted file mode 100644
index 9e9957fbe..000000000
--- a/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_story.csv
+++ /dev/null
@@ -1,113 +0,0 @@
-ID,Incomplete,Quantity-Unit,DV-Unit,DS1-Theta_0,DS2-Theta_0,DS3-Theta_0,DS4-Theta_0,DS5-Theta_0
-STR.RES1-Cost,0,1 EA,loss_ratio,0.005,0.023,0.117,0.234,0.234
-STR.RES1-Time,0,1 EA,day,2,30,90,180,180
-STR.RES2-Cost,0,1 EA,loss_ratio,0.004,0.024,0.073,0.244,0.244
-STR.RES2-Time,0,1 EA,day,2,10,30,60,60
-STR.RES3-Cost,0,1 EA,loss_ratio,0.003,0.014,0.069,0.138,0.138
-STR.RES3-Time,0,1 EA,day,5,30,120,240,240
-STR.RES4-Cost,0,1 EA,loss_ratio,0.002,0.014,0.068,0.136,0.136
-STR.RES4-Time,0,1 EA,day,5,30,120,240,240
-STR.RES5-Cost,0,1 EA,loss_ratio,0.004,0.019,0.094,0.188,0.188
-STR.RES5-Time,0,1 EA,day,5,30,120,240,240
-STR.RES6-Cost,0,1 EA,loss_ratio,0.004,0.018,0.092,0.184,0.184
-STR.RES6-Time,0,1 EA,day,5,30,120,240,240
-STR.COM1-Cost,0,1 EA,loss_ratio,0.006,0.029,0.147,0.294,0.294
-STR.COM1-Time,0,1 EA,day,5,30,90,180,180
-STR.COM2-Cost,0,1 EA,loss_ratio,0.006,0.032,0.162,0.324,0.324
-STR.COM2-Time,0,1 EA,day,5,30,90,180,180
-STR.COM3-Cost,0,1 EA,loss_ratio,0.003,0.016,0.081,0.162,0.162
-STR.COM3-Time,0,1 EA,day,5,30,90,180,180
-STR.COM4-Cost,0,1 EA,loss_ratio,0.004,0.019,0.096,0.192,0.192
-STR.COM4-Time,0,1 EA,day,5,30,120,240,240
-STR.COM5-Cost,0,1 EA,loss_ratio,0.003,0.014,0.069,0.138,0.138
-STR.COM5-Time,0,1 EA,day,5,30,90,180,180
-STR.COM6-Cost,0,1 EA,loss_ratio,0.002,0.014,0.070,0.140,0.140
-STR.COM6-Time,0,1 EA,day,10,45,180,360,360
-STR.COM7-Cost,0,1 EA,loss_ratio,0.003,0.014,0.072,0.144,0.144
-STR.COM7-Time,0,1 EA,day,10,45,180,240,240
-STR.COM8-Cost,0,1 EA,loss_ratio,0.002,0.010,0.050,0.100,0.100
-STR.COM8-Time,0,1 EA,day,5,30,90,180,180
-STR.COM9-Cost,0,1 EA,loss_ratio,0.003,0.012,0.061,0.122,0.122
-STR.COM9-Time,0,1 EA,day,5,30,120,240,240
-STR.COM10-Cost,0,1 EA,loss_ratio,0.013,0.061,0.304,0.609,0.609
-STR.COM10-Time,0,1 EA,day,2,20,80,160,160
-STR.IND1-Cost,0,1 EA,loss_ratio,0.004,0.016,0.078,0.157,0.157
-STR.IND1-Time,0,1 EA,day,10,30,120,240,240
-STR.IND2-Cost,0,1 EA,loss_ratio,0.004,0.016,0.078,0.157,0.157
-STR.IND2-Time,0,1 EA,day,10,30,120,240,240
-STR.IND3-Cost,0,1 EA,loss_ratio,0.004,0.016,0.078,0.157,0.157
-STR.IND3-Time,0,1 EA,day,10,30,120,240,240
-STR.IND4-Cost,0,1 EA,loss_ratio,0.004,0.016,0.078,0.157,0.157
-STR.IND4-Time,0,1 EA,day,10,30,120,240,240
-STR.IND5-Cost,0,1 EA,loss_ratio,0.004,0.016,0.078,0.157,0.157
-STR.IND5-Time,0,1 EA,day,20,45,180,360,360
-STR.IND6-Cost,0,1 EA,loss_ratio,0.004,0.016,0.078,0.157,0.157
-STR.IND6-Time,0,1 EA,day,5,20,80,160,160
-STR.AGR1-Cost,0,1 EA,loss_ratio,0.008,0.046,0.231,0.462,0.462
-STR.AGR1-Time,0,1 EA,day,2,10,30,60,60
-STR.REL1-Cost,0,1 EA,loss_ratio,0.003,0.020,0.099,0.198,0.198
-STR.REL1-Time,0,1 EA,day,10,30,120,240,240
-STR.GOV1-Cost,0,1 EA,loss_ratio,0.003,0.018,0.090,0.179,0.179
-STR.GOV1-Time,0,1 EA,day,10,30,120,240,240
-STR.GOV2-Cost,0,1 EA,loss_ratio,0.003,0.015,0.077,0.153,0.153
-STR.GOV2-Time,0,1 EA,day,5,20,90,180,180
-STR.EDU1-Cost,0,1 EA,loss_ratio,0.004,0.019,0.095,0.189,0.189
-STR.EDU1-Time,0,1 EA,day,10,30,120,240,240
-STR.EDU2-Cost,0,1 EA,loss_ratio,0.002,0.011,0.055,0.110,0.110
-STR.EDU2-Time,0,1 EA,day,10,45,180,360,360
-NSD.RES1-Cost,0,1 EA,loss_ratio,0.010,0.050,0.250,0.500,
-NSD.RES2-Cost,0,1 EA,loss_ratio,0.008,0.038,0.189,0.378,
-NSD.RES3-Cost,0,1 EA,loss_ratio,0.009,0.043,0.213,0.425,
-NSD.RES4-Cost,0,1 EA,loss_ratio,0.009,0.043,0.216,0.432,
-NSD.RES5-Cost,0,1 EA,loss_ratio,0.008,0.040,0.200,0.400,
-NSD.RES6-Cost,0,1 EA,loss_ratio,0.008,0.041,0.204,0.408,
-NSD.COM1-Cost,0,1 EA,loss_ratio,0.006,0.027,0.138,0.275,
-NSD.COM2-Cost,0,1 EA,loss_ratio,0.006,0.026,0.132,0.265,
-NSD.COM3-Cost,0,1 EA,loss_ratio,0.007,0.034,0.169,0.338,
-NSD.COM4-Cost,0,1 EA,loss_ratio,0.007,0.033,0.164,0.329,
-NSD.COM5-Cost,0,1 EA,loss_ratio,0.007,0.034,0.172,0.345,
-NSD.COM6-Cost,0,1 EA,loss_ratio,0.008,0.035,0.174,0.347,
-NSD.COM7-Cost,0,1 EA,loss_ratio,0.007,0.034,0.172,0.344,
-NSD.COM8-Cost,0,1 EA,loss_ratio,0.007,0.036,0.178,0.356,
-NSD.COM9-Cost,0,1 EA,loss_ratio,0.007,0.035,0.176,0.351,
-NSD.COM10-Cost,0,1 EA,loss_ratio,0.004,0.017,0.087,0.174,
-NSD.IND1-Cost,0,1 EA,loss_ratio,0.002,0.012,0.059,0.118,
-NSD.IND2-Cost,0,1 EA,loss_ratio,0.002,0.012,0.059,0.118,
-NSD.IND3-Cost,0,1 EA,loss_ratio,0.002,0.012,0.059,0.118,
-NSD.IND4-Cost,0,1 EA,loss_ratio,0.002,0.012,0.059,0.118,
-NSD.IND5-Cost,0,1 EA,loss_ratio,0.002,0.012,0.059,0.118,
-NSD.IND6-Cost,0,1 EA,loss_ratio,0.002,0.012,0.059,0.118,
-NSD.AGR1-Cost,0,1 EA,loss_ratio,0.000,0.008,0.038,0.077,
-NSD.REL1-Cost,0,1 EA,loss_ratio,0.008,0.033,0.163,0.326,
-NSD.GOV1-Cost,0,1 EA,loss_ratio,0.007,0.033,0.164,0.328,
-NSD.GOV2-Cost,0,1 EA,loss_ratio,0.007,0.034,0.171,0.342,
-NSD.EDU1-Cost,0,1 EA,loss_ratio,0.009,0.049,0.243,0.487,
-NSD.EDU2-Cost,0,1 EA,loss_ratio,0.012,0.060,0.300,0.600,
-NSA.RES1-Cost,0,1 EA,loss_ratio,0.005,0.027,0.080,0.266,
-NSA.RES2-Cost,0,1 EA,loss_ratio,0.008,0.038,0.113,0.378,
-NSA.RES3-Cost,0,1 EA,loss_ratio,0.008,0.043,0.131,0.437,
-NSA.RES4-Cost,0,1 EA,loss_ratio,0.009,0.043,0.130,0.432,
-NSA.RES5-Cost,0,1 EA,loss_ratio,0.008,0.041,0.124,0.412,
-NSA.RES6-Cost,0,1 EA,loss_ratio,0.008,0.041,0.122,0.408,
-NSA.COM1-Cost,0,1 EA,loss_ratio,0.008,0.044,0.129,0.431,
-NSA.COM2-Cost,0,1 EA,loss_ratio,0.008,0.042,0.124,0.411,
-NSA.COM3-Cost,0,1 EA,loss_ratio,0.010,0.050,0.150,0.500,
-NSA.COM4-Cost,0,1 EA,loss_ratio,0.009,0.048,0.144,0.479,
-NSA.COM5-Cost,0,1 EA,loss_ratio,0.010,0.052,0.155,0.517,
-NSA.COM6-Cost,0,1 EA,loss_ratio,0.010,0.051,0.154,0.513,
-NSA.COM7-Cost,0,1 EA,loss_ratio,0.010,0.052,0.153,0.512,
-NSA.COM8-Cost,0,1 EA,loss_ratio,0.011,0.054,0.163,0.544,
-NSA.COM9-Cost,0,1 EA,loss_ratio,0.010,0.053,0.158,0.527,
-NSA.COM10-Cost,0,1 EA,loss_ratio,0.003,0.022,0.065,0.217,
-NSA.IND1-Cost,0,1 EA,loss_ratio,0.014,0.072,0.218,0.725,
-NSA.IND2-Cost,0,1 EA,loss_ratio,0.014,0.072,0.218,0.725,
-NSA.IND3-Cost,0,1 EA,loss_ratio,0.014,0.072,0.218,0.725,
-NSA.IND4-Cost,0,1 EA,loss_ratio,0.014,0.072,0.218,0.725,
-NSA.IND5-Cost,0,1 EA,loss_ratio,0.014,0.072,0.218,0.725,
-NSA.IND6-Cost,0,1 EA,loss_ratio,0.014,0.072,0.218,0.725,
-NSA.AGR1-Cost,0,1 EA,loss_ratio,0.008,0.046,0.138,0.461,
-NSA.REL1-Cost,0,1 EA,loss_ratio,0.009,0.047,0.143,0.476,
-NSA.GOV1-Cost,0,1 EA,loss_ratio,0.010,0.049,0.148,0.493,
-NSA.GOV2-Cost,0,1 EA,loss_ratio,0.010,0.051,0.151,0.505,
-NSA.EDU1-Cost,0,1 EA,loss_ratio,0.007,0.032,0.097,0.324,
-NSA.EDU2-Cost,0,1 EA,loss_ratio,0.006,0.029,0.087,0.290,
diff --git a/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_story.json b/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_story.json
deleted file mode 100644
index c7ad12b7b..000000000
--- a/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_story.json
+++ /dev/null
@@ -1,1781 +0,0 @@
-{
-  "_GeneralInformation": {
-    "ShortName": "Hazus Earthquake Methodology - Buildings",
-    "Description": "The models in this dataset are based on version 5.1 of the Hazus Earthquake Model Technical Manual",
-    "Version": "1.0",
-    "DecisionVariables": {
-      "Cost": "Repair costs are measured by loss ratios as percentage of replacement cost.",
-      "Time": "Repair time is measured in days and captures the time it takes to repair the damages. The time to repair a damaged building can be divided into two parts: construction and clean-up time, and time to obtain financing, permits, and complete design. The times presented in these models capture only the former (i.e., clean-up and construction)."
-    },
-    "ComponentGroups": [
-      "LF - Lifeline Facilities",
-      "NSA - Non-Structural Acceleration-Sensitive",
-      "NSD - Non-Structural Drift-Sensitive",
-      "STR - Structural"
-    ]
-  },
-  "STR.RES1": {
-    "Description": "Structural, Single-family Dwelling",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Single-family Dwelling, Detached House",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.RES2": {
-    "Description": "Structural, Mobile Home",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Mobile Home",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.RES3": {
-    "Description": "Structural, Multi-family Dwelling",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Multi-family Dwelling, Apartments, Condominiums",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.RES4": {
-    "Description": "Structural, Temporary Lodging",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Temporary Lodging such as Hotel, Motel",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.RES5": {
-    "Description": "Structural, Institutional Dormitory",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Institutional Dormitory, including group housing (military, college) as well as jails",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.RES6": {
-    "Description": "Structural, Nursing Home",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Nursing Home",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM1": {
-    "Description": "Structural, Retail Trade",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Retail Trade such as stores",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM2": {
-    "Description": "Structural, Wholesale Trade",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Wholesale Trade such as warehouses",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM3": {
-    "Description": "Structural, Personal and Repair Services",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Personal and Repair Services such as service stations and repair shops",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM4": {
-    "Description": "Structural, Professional and Technical Services",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Professional and Technical Services such as Offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM5": {
-    "Description": "Structural, Banks and Financial Institutions",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Banks and Financial Institutions",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM6": {
-    "Description": "Structural, Hospital",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Hospital",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM7": {
-    "Description": "Structural, Medical Office and Clinic",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Medical Office and Clinic",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM8": {
-    "Description": "Structural, Entertainment and Recreation",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Entertainment and Recreation including restaurants and bars",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM9": {
-    "Description": "Structural, Theaters",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy type: Theatres",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.COM10": {
-    "Description": "Structural, Parking",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Parking",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.IND1": {
-    "Description": "Structural, Heavy Industry",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Heavy Industry factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.IND2": {
-    "Description": "Structural, Light Industry",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Light Industry factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.IND3": {
-    "Description": "Structural, Food/Drugs/Chemicals",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Food/Drug/Chemical plants",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.IND4": {
-    "Description": "Structural, Metals/Minerals Processing",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Metals/Minerals Processing plants",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.IND5": {
-    "Description": "Structural, High Technology",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: High Technology factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.IND6": {
-    "Description": "Structural, Construction",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Construction Offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.AGR1": {
-    "Description": "Structural, Agriculture",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Agriculture",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.REL1": {
-    "Description": "Structural, Church",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Church",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.GOV1": {
-    "Description": "Structural, General Government Services",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: General Government Services offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.GOV2": {
-    "Description": "Structural, Emergency Response",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Emergency Response such as Police and Fire Stations",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.EDU1": {
-    "Description": "Structural, Schools",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Schools",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "STR.EDU2": {
-    "Description": "Structural, Colleges/Universities",
-    "Comments": "Structural components represent the structural system in the building.\nOccupancy Type: Colleges/Universities excluding group housing",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Structural Damage"
-      },
-      "DS2": {
-        "Description": "Moderate Structural Damage"
-      },
-      "DS3": {
-        "Description": "Extensive Structural Damage"
-      },
-      "DS4": {
-        "Description": "Complete Structural Damage"
-      },
-      "DS5": {
-        "Description": "Collapse"
-      }
-    }
-  },
-  "NSD.RES1": {
-    "Description": "Drift-Sensitive Nonstructural, Single-family Dwelling",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Single-family Dwelling, Detached House",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.RES2": {
-    "Description": "Drift-Sensitive Nonstructural, Mobile Home",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Mobile Home",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.RES3": {
-    "Description": "Drift-Sensitive Nonstructural, Multi-family Dwelling",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Multi-family Dwelling, Apartments, Condominiums",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.RES4": {
-    "Description": "Drift-Sensitive Nonstructural, Temporary Lodging",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Temporary Lodging such as Hotel, Motel",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.RES5": {
-    "Description": "Drift-Sensitive Nonstructural, Institutional Dormitory",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Institutional Dormitory, including group housing (military, college) as well as jails",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.RES6": {
-    "Description": "Drift-Sensitive Nonstructural, Nursing Home",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Nursing Home",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM1": {
-    "Description": "Drift-Sensitive Nonstructural, Retail Trade",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Retail Trade such as stores",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM2": {
-    "Description": "Drift-Sensitive Nonstructural, Wholesale Trade",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Wholesale Trade such as warehouses",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM3": {
-    "Description": "Drift-Sensitive Nonstructural, Personal and Repair Services",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Personal and Repair Services such as service stations and repair shops",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM4": {
-    "Description": "Drift-Sensitive Nonstructural, Professional and Technical Services",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Professional and Technical Services such as Offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM5": {
-    "Description": "Drift-Sensitive Nonstructural, Banks and Financial Institutions",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Banks and Financial Institutions",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM6": {
-    "Description": "Drift-Sensitive Nonstructural, Hospital",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Hospital",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM7": {
-    "Description": "Drift-Sensitive Nonstructural, Medical Office and Clinic",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Medical Office and Clinic",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM8": {
-    "Description": "Drift-Sensitive Nonstructural, Entertainment and Recreation",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Entertainment and Recreation including restaurants and bars",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM9": {
-    "Description": "Drift-Sensitive Nonstructural, Theaters",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy type: Theatres",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.COM10": {
-    "Description": "Drift-Sensitive Nonstructural, Parking",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Parking",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.IND1": {
-    "Description": "Drift-Sensitive Nonstructural, Heavy Industry",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Heavy Industry factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.IND2": {
-    "Description": "Drift-Sensitive Nonstructural, Light Industry",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Light Industry factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.IND3": {
-    "Description": "Drift-Sensitive Nonstructural, Food/Drugs/Chemicals",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Food/Drug/Chemical plants",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.IND4": {
-    "Description": "Drift-Sensitive Nonstructural, Metals/Minerals Processing",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Metals/Minerals Processing plants",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.IND5": {
-    "Description": "Drift-Sensitive Nonstructural, High Technology",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: High Technology factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.IND6": {
-    "Description": "Drift-Sensitive Nonstructural, Construction",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Construction Offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.AGR1": {
-    "Description": "Drift-Sensitive Nonstructural, Agriculture",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Agriculture",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.REL1": {
-    "Description": "Drift-Sensitive Nonstructural, Church",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Church",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.GOV1": {
-    "Description": "Drift-Sensitive Nonstructural, General Government Services",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: General Government Services offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.GOV2": {
-    "Description": "Drift-Sensitive Nonstructural, Emergency Response",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Emergency Response such as Police and Fire Stations",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.EDU1": {
-    "Description": "Drift-Sensitive Nonstructural, Schools",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Schools",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSD.EDU2": {
-    "Description": "Drift-Sensitive Nonstructural, Colleges/Universities",
-    "Comments": "Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Colleges/Universities excluding group housing",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nPartition Walls: A few cracks are observed at intersections of walls and ceilings and at corners of door openings.\nExterior Wall Panels: Slight movement of the panels, requiring realignment."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nPartition Walls: Larger and more extensive cracks requiring repair and repainting; some partitions may require replacement of gypsum board or other finishes.\nExterior Wall Panels: The movements are more extensive; connections of panels to structural frame are damaged requiring further inspection and repairs; some window frames may need realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nPartition Walls: Most of the partitions are cracked and a significant portion may require replacement of finishes; some door frames in the partitions are also damaged and require re-setting.\nExterior Wall Panels: Most of the panels are cracked or otherwise damaged and misaligned, and most panel connections to the structural frame are damaged requiring thorough review and repairs; a few panels fall or are in imminent danger of falling; some windowpanes are broken and some pieces of glass have fallen."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nPartition Walls: Most partition finish materials and framing may have to be removed and replaced, damaged studs repaired, and walls refinished. Most door frames may also have to be repaired and replaced.\nExterior Wall Panels: Most panels are severely damaged, most connections are broken or severely damaged, some panels have fallen, and most are in imminent danger of falling; extensive glass breakage and falling."
-      }
-    }
-  },
-  "NSA.RES1": {
-    "Description": "Acceleration-Sensitive Nonstructural, Single-family Dwelling",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Single-family Dwelling, Detached House",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.RES2": {
-    "Description": "Acceleration-Sensitive Nonstructural, Mobile Home",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Mobile Home",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.RES3": {
-    "Description": "Acceleration-Sensitive Nonstructural, Multi-family Dwelling",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Multi-family Dwelling, Apartments, Condominiums",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.RES4": {
-    "Description": "Acceleration-Sensitive Nonstructural, Temporary Lodging",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Temporary Lodging such as Hotel, Motel",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.RES5": {
-    "Description": "Acceleration-Sensitive Nonstructural, Institutional Dormitory",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Institutional Dormitory, including group housing (military, college) as well as jails",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.RES6": {
-    "Description": "Acceleration-Sensitive Nonstructural, Nursing Home",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Nursing Home",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM1": {
-    "Description": "Acceleration-Sensitive Nonstructural, Retail Trade",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Retail Trade such as stores",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM2": {
-    "Description": "Acceleration-Sensitive Nonstructural, Wholesale Trade",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Wholesale Trade such as warehouses",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM3": {
-    "Description": "Acceleration-Sensitive Nonstructural, Personal and Repair Services",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Personal and Repair Services such as service stations and repair shops",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM4": {
-    "Description": "Acceleration-Sensitive Nonstructural, Professional and Technical Services",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Professional and Technical Services such as Offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM5": {
-    "Description": "Acceleration-Sensitive Nonstructural, Banks and Financial Institutions",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Banks and Financial Institutions",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM6": {
-    "Description": "Acceleration-Sensitive Nonstructural, Hospital",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Hospital",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM7": {
-    "Description": "Acceleration-Sensitive Nonstructural, Medical Office and Clinic",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Medical Office and Clinic",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM8": {
-    "Description": "Acceleration-Sensitive Nonstructural, Entertainment and Recreation",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Entertainment and Recreation including restaurants and bars",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM9": {
-    "Description": "Acceleration-Sensitive Nonstructural, Theaters",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy type: Theatres",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.COM10": {
-    "Description": "Acceleration-Sensitive Nonstructural, Parking",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Parking",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.IND1": {
-    "Description": "Acceleration-Sensitive Nonstructural, Heavy Industry",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Heavy Industry factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.IND2": {
-    "Description": "Acceleration-Sensitive Nonstructural, Light Industry",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Light Industry factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.IND3": {
-    "Description": "Acceleration-Sensitive Nonstructural, Food/Drugs/Chemicals",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Food/Drug/Chemical plants",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.IND4": {
-    "Description": "Acceleration-Sensitive Nonstructural, Metals/Minerals Processing",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Metals/Minerals Processing plants",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.IND5": {
-    "Description": "Acceleration-Sensitive Nonstructural, High Technology",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: High Technology factories",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.IND6": {
-    "Description": "Acceleration-Sensitive Nonstructural, Construction",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Construction Offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.AGR1": {
-    "Description": "Acceleration-Sensitive Nonstructural, Agriculture",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Agriculture",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.REL1": {
-    "Description": "Acceleration-Sensitive Nonstructural, Church",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Church",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.GOV1": {
-    "Description": "Acceleration-Sensitive Nonstructural, General Government Services",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: General Government Services offices",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.GOV2": {
-    "Description": "Acceleration-Sensitive Nonstructural, Emergency Response",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Emergency Response such as Police and Fire Stations",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.EDU1": {
-    "Description": "Acceleration-Sensitive Nonstructural, Schools",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Schools",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  },
-  "NSA.EDU2": {
-    "Description": "Acceleration-Sensitive Nonstructural, Colleges/Universities",
-    "Comments": "Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.\nDamage to acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. The damage functions estimated for each group are assumed to be \u201ctypical\u201d of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.\nOccupancy Type: Colleges/Universities excluding group housing",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Nonstructural Damage:\nSuspended Ceilings: A few ceiling tiles have moved or fallen down.\nElectrical-Mechanical Equipment, Piping, Ducts: The most vulnerable equipment (e.g., unanchored or mounted on spring isolators) moves and damages attached piping or ducts."
-      },
-      "DS2": {
-        "Description": "Moderate Nonstructural Damage:\nSuspended Ceilings: Falling of tiles is more extensive; in addition, the ceiling support framing (T-bars) has disconnected and/or buckled at a few locations; lenses have fallen off some light fixtures and a few fixtures have fallen; localized repairs are necessary.\nElectrical-Mechanical Equipment, Piping, Ducts: Movements are larger, and damage is more extensive; piping leaks occur at a few locations; elevator machinery and rails may require realignment."
-      },
-      "DS3": {
-        "Description": "Extensive Nonstructural Damage:\nSuspended Ceilings: The ceiling system exhibits extensive buckling, disconnected T- bars and falling ceiling tiles; ceiling partially collapses at a few locations and some light fixtures fall; repair typically involves removal of most or all ceiling tiles.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment on spring isolators topples and falls; other unanchored equipment slides or falls, breaking connections to piping and ducts; leaks develop at many locations; anchored equipment indicate stretched bolts or strain at anchorages."
-      },
-      "DS4": {
-        "Description": "Complete Nonstructural Damage:\nSuspended Ceilings: The ceiling system is buckled throughout and/or fallen and requires complete replacement; many light fixtures fall.\nElectrical-Mechanical Equipment, Piping, Ducts: Equipment is damaged by sliding, overturning or failure of their supports and is not operable; piping is leaking at many locations; some pipe and duct supports have failed, causing pipes and ducts to fall or hang down; elevator rails are buckled or have broken supports and/or counterweights have derailed."
-      }
-    }
-  }
-}
\ No newline at end of file
diff --git a/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_trnsp.csv b/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_trnsp.csv
deleted file mode 100644
index 1f357216b..000000000
--- a/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_trnsp.csv
+++ /dev/null
@@ -1,7 +0,0 @@
-ID,Incomplete,Quantity-Unit,DV-Unit,DS1-Theta_0,DS2-Theta_0,DS3-Theta_0,DS4-Theta_0
-HRD-Cost,0,1 EA,loss_ratio,0.1,0.75,0.9,
-HRD-Time,0,1 EA,day,2,9,70,
-HWB-Cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1
-HWB-Time,0,1 EA,day,2,10,200,365
-HTU-Cost,0,1 EA,loss_ratio,0.1,0.75,1
-HTU-Time,0,1 EA,day,2,10,365
diff --git a/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_trnsp.json b/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_trnsp.json
deleted file mode 100644
index 61ca5867b..000000000
--- a/pelicun/resources/SimCenterDBDL/loss_repair_DB_Hazus_EQ_trnsp.json
+++ /dev/null
@@ -1,67 +0,0 @@
-{
-  "_GeneralInformation": {
-    "ShortName": "Hazus Earthquake Methodology - Transportation",
-    "Description": "The models in this dataset are based on version 5.1 of the Hazus Earthquake Model Technical Manual",
-    "Version": "1.0",
-    "DecisionVariables": {
-      "Cost": "Repair costs are measured by loss ratios as percentage of replacement cost.",
-      "Time": "Repair time is measured in days and captures the time it takes to completely repair the damages."
-    },
-    "ComponentGroups": [
-      "HRD - Road segments",
-      "HWB - Bridges",
-      "HTU - Tunnels"
-    ]
-  },
-  "HRD": {
-    "Description": "Roadway segments",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Damage: Roadway, railway or light rail track/roadbed damage due to slight (a few inches of ) settlement or offset of the ground."
-      },
-      "DS2": {
-        "Description": "Moderate Damage: Roadway, railway, or light rail track/roadbed damage due to moderate (several inches of ) settlement or offset of the ground. Moderate damage is characterized by considerable derailment and requires rail repairs to resume operations."
-      },
-      "DS3": {
-        "Description": "Extensive/Complete Damage: Roadway, railway, or light rail track/roadbed damage due to extensive (a few feet of) settlement or offset of the ground.  Moderate damage results in potential derailment over an extended length of track and requires rail repairs to resume operations."
-      }
-    }
-  },
-  "HWB": {
-    "Description": "Highway/railway bridge structures",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck"
-      },
-      "DS2": {
-        "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach"
-      },
-      "DS3": {
-        "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments, incipient unseating of the bridge supersturcture"
-      },
-      "DS4": {
-        "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure"
-      }
-    }
-  },
-  "HTU": {
-    "Description": "Highway/railway tunnel structures",
-    "SuggestedComponentBlockSize": "1 EA",
-    "RoundUpToIntegerQuantity": "True",
-    "DamageStates": {
-      "DS1": {
-        "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal"
-      },
-      "DS2": {
-        "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling"
-      },
-      "DS3": {
-        "Description": "Extensive/Complete Damage: Major ground settlement at a tunnel portal and extensive/major cracking of the tunnel liner, which may include possible collapse"
-      }
-    }
-  }
-}
diff --git a/pelicun/resources/SimCenterDBDL/loss_repair_DB_SimCenter_Hazus_FL_bldg.csv b/pelicun/resources/SimCenterDBDL/loss_repair_DB_SimCenter_Hazus_FL_bldg.csv
deleted file mode 100644
index 0dbbfde6b..000000000
--- a/pelicun/resources/SimCenterDBDL/loss_repair_DB_SimCenter_Hazus_FL_bldg.csv
+++ /dev/null
@@ -1,1827 +0,0 @@
-index,ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,DV-Unit,LossFunction-Theta_0
-0,RES1.FIA.contents.one_floor.no_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 12.0, 25.0, 35.0, 36.0, 38.0, 41.0, 45.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-1,RES1.FIA.contents.one_floor.with_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 16.0, 20.0, 22.0, 28.0, 33.0, 39.0, 44.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-2,RES1.FIA.contents.two_floors.no_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 11.0, 19.0, 23.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-3,RES1.FIA-Modified.contents.two_floors.with_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 16.0, 18.0, 25.0, 29.0, 33.0, 37.0, 42.0, 46.0, 52.0, 55.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-4,RES1.FIA-Modified.contents.three_or_more_floors.no_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.0, 15.0, 21.0, 22.0, 23.0, 25.0, 27.0, 30.0, 35.0, 40.0, 43.0, 45.0, 48.0, 50.0, 52.0, 54.0, 56.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-5,RES1.FIA-Modified.contents.three_or_more_floors.with_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 15.0, 22.0, 27.0, 28.0, 29.0, 30.0, 32.0, 35.0, 39.0, 43.0, 46.0, 47.0, 50.0, 52.0, 53.0, 55.0, 57.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-6,RES1.FIA.contents.split_level.no_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 11.0, 19.0, 23.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-7,RES1.FIA-Modified.contents.split_level.with_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 16.0, 18.0, 25.0, 29.0, 33.0, 37.0, 42.0, 46.0, 52.0, 55.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-8,RES1.FIA.contents.one_floor.no_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 17.0, 23.0, 29.0, 35.0, 40.0, 45.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-9,RES1.FIA.contents.one_floor.with_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 15.0, 20.0, 22.0, 28.0, 33.0, 39.0, 44.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-10,RES1.FIA.contents.two_floors.no_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.0, 9.0, 17.0, 22.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-11,RES1.FIA-Modified.contents.two_floors.with_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 15.0, 17.0, 23.0, 28.0, 33.0, 37.0, 42.0, 46.0, 52.0, 55.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-12,RES1.FIA-Modified.contents.three_or_more_floors.no_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.0, 11.0, 15.0, 19.0, 23.0, 26.0, 29.0, 32.0, 35.0, 41.0, 43.0, 45.0, 48.0, 50.0, 52.0, 54.0, 56.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-13,RES1.FIA-Modified.contents.three_or_more_floors.with_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 14.0, 18.0, 22.0, 25.0, 29.0, 31.0, 34.0, 36.0, 39.0, 44.0, 46.0, 47.0, 50.0, 52.0, 53.0, 55.0, 57.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-14,RES1.FIA.contents.split_level.no_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.0, 9.0, 17.0, 22.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-15,RES1.FIA-Modified.contents.split_level.with_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 15.0, 17.0, 23.0, 28.0, 33.0, 37.0, 42.0, 46.0, 52.0, 55.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-16,RES1.USACE_IWR.contents.one_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 4.0, 16.0, 26.0, 36.0, 44.0, 52.0, 58.0, 64.0, 68.0, 72.0, 74.0, 76.0, 78.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-17,RES1.USACE_IWR.contents.two_or_more_stories.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 2.0, 10.0, 18.0, 24.0, 32.0, 38.0, 42.0, 48.0, 52.0, 56.0, 60.0, 64.0, 66.0, 70.0, 72.0, 72.0, 74.0, 74.0, 76.0, 76.0, 78.0, 78.0, 80.0, 80.0, 82.0, 82.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-18,RES1.USACE_IWR.contents.split_level.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 4.0, 6.0, 10.0, 16.0, 22.0, 30.0, 40.0, 50.0, 62.0, 72.0, 82.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-19,RES1.USACE_Chicago.contents.one_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 12.0, 24.0, 33.0, 35.0, 37.0, 41.0, 45.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-20,RES1.USACE_Chicago.contents.one_story.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 6.0, 7.0, 8.0, 15.0, 19.0, 22.0, 28.0, 33.0, 39.0, 43.0, 49.0, 54.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-21,RES1.USACE_Chicago.contents.split_level.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 19.0, 32.0, 41.0, 47.0, 51.0, 53.0, 55.0, 56.0, 62.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-22,RES1.USACE_Chicago.contents.split_level.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 10.0, 15.0, 18.0, 31.0, 44.0, 52.0, 58.0, 61.0, 63.0, 64.0, 66.0, 69.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-23,RES1.USACE_Chicago.contents.two_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 11.0, 18.0, 23.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 62.0, 66.0, 70.0, 74.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-24,RES1.USACE_Chicago.contents.two_story.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 6.0, 9.0, 11.0, 17.0, 22.0, 28.0, 33.0, 39.0, 44.0, 49.0, 55.0, 61.0, 64.0, 71.0, 76.0, 78.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-25,RES1.USACE_Galveston.contents.one_&_1/2_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 22.0, 36.0, 45.0, 57.0, 66.0, 71.0, 77.0, 79.0, 82.0, 84.0, 86.0, 87.0, 89.0, 90.0, 91.0, 92.0, 92.0, 92.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-26,RES1.USACE_Galveston.contents.one_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 42.0, 60.0, 71.0, 77.0, 82.0, 85.0, 86.0, 87.0, 88.0, 88.0, 88.0, 89.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-27,RES1.USACE_Galveston.contents.two_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.0, 24.0, 34.0, 40.0, 47.0, 53.0, 56.0, 58.0, 58.0, 58.0, 61.0, 66.0, 68.0, 76.0, 81.0, 86.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-28,RES1.USACE_New-Orleans.contents.one_story.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 63.0, 82.0, 85.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-29,RES1.USACE_New-Orleans.contents.one_story.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-30,RES1.USACE_New-Orleans.contents.two_story.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 37.0, 51.0, 51.0, 55.0, 55.0, 55.0, 55.0, 55.0, 73.0, 81.0, 87.0, 90.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-31,RES1.USACE_New-Orleans.contents.two_story.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-32,RES1.USACE_St-Paul.contents.one_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.0, 44.0, 54.0, 63.0, 68.0, 73.0, 75.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-33,RES1.USACE_St-Paul.contents.two_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.0, 44.0, 54.0, 63.0, 68.0, 73.0, 75.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-34,RES1.USACE_Wilmington.contents.one_&_1/2_story.pile_foundation-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"6.0, 7.0, 8.0, 9.0, 9.0, 21.0, 31.0, 43.0, 54.0, 67.0, 70.0, 73.0, 76.0, 78.0, 81.0, 82.0, 84.0, 85.0, 86.0, 87.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-35,RES1.USACE_Wilmington.contents.one_&_1/2_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 9.0, 21.0, 31.0, 37.0, 43.0, 51.0, 57.0, 63.0, 68.0, 74.0, 80.0, 81.0, 83.0, 84.0, 86.0, 87.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-36,RES1.USACE_Wilmington.contents.one_&_1/2_story_with_1/2_living_area_below-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 6.0, 10.0, 15.0, 18.0, 21.0, 23.0, 24.0, 28.0, 34.0, 44.0, 54.0, 63.0, 73.0, 76.0, 79.0, 82.0, 85.0, 86.0, 87.0, 88.0, 89.0, 90.0, 91.0, 92.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-37,RES1.USACE_Wilmington.contents.one_story.pile_foundation-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"9.0, 10.0, 13.0, 13.0, 14.0, 26.0, 38.0, 52.0, 64.0, 78.0, 81.0, 85.0, 88.0, 91.0, 95.0, 96.0, 97.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-38,RES1.USACE_Wilmington.contents.one_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 11.0, 24.0, 36.0, 43.0, 46.0, 52.0, 59.0, 66.0, 73.0, 80.0, 87.0, 88.0, 90.0, 92.0, 94.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-39,RES1.USACE_Wilmington.contents.one_story_with_1/2_living_area_below-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 11.0, 16.0, 20.0, 24.0, 28.0, 30.0, 32.0, 38.0, 46.0, 54.0, 63.0, 72.0, 82.0, 85.0, 89.0, 92.0, 95.0, 96.0, 97.0, 98.0, 98.0, 99.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-40,RES1.USACE_Wilmington.contents.one_story_with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"10.0, 12.0, 13.0, 13.0, 20.0, 34.0, 48.0, 52.0, 64.0, 78.0, 81.0, 85.0, 88.0, 91.0, 95.0, 96.0, 98.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-41,RES1.USACE_Wilmington.contents.split_level-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 15.0, 21.0, 25.0, 32.0, 44.0, 50.0, 55.0, 61.0, 66.0, 72.0, 75.0, 79.0, 83.0, 87.0, 91.0, 94.0, 94.0, 95.0, 96.0, 97.0, 98.0, 99.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-42,RES1.USACE_Wilmington.contents.two_story.pile_foundation-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"6.0, 7.0, 8.0, 9.0, 10.0, 19.0, 29.0, 38.0, 45.0, 53.0, 55.0, 57.0, 59.0, 61.0, 63.0, 67.0, 71.0, 75.0, 78.0, 82.0, 86.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-43,RES1.USACE_Wilmington.contents.two_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.0, 18.0, 26.0, 30.0, 40.0, 50.0, 52.0, 53.0, 55.0, 56.0, 58.0, 63.0, 68.0, 72.0, 77.0, 82.0, 86.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-44,RES1.USACE_Wilmington.contents.two_story_with_1/2_living_area_below-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 1.0, 7.0, 10.0, 13.0, 15.0, 18.0, 19.0, 21.0, 25.0, 33.0, 40.0, 47.0, 54.0, 56.0, 59.0, 62.0, 65.0, 67.0, 71.0, 75.0, 79.0, 83.0, 87.0, 91.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-45,RES2.FIA.contents.mobile_home.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 27.0, 49.0, 64.0, 70.0, 76.0, 78.0, 79.0, 81.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-46,RES2.FIA.contents.mobile_home.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 27.0, 50.0, 65.0, 71.0, 76.0, 78.0, 79.0, 81.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-47,RES2.USACE_Chicago.contents.mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 27.0, 49.0, 64.0, 70.0, 76.0, 78.0, 79.0, 81.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-48,RES2.USACE_Galveston.contents.mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 23.0, 36.0, 43.0, 55.0, 66.0, 78.0, 86.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-49,RES2.USACE_New-Orleans.contents.mobile_home.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 39.0, 54.0, 75.0, 77.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-50,RES2.USACE_New-Orleans.contents.mobile_home.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-51,RES2.USACE_Wilmington.contents.mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.0, 22.0, 32.0, 37.0, 50.0, 63.0, 74.0, 82.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-52,RES3.USACE_Chicago.contents.apartment_unit_grade-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 12.0, 24.0, 33.0, 35.0, 37.0, 41.0, 45.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-53,RES3.USACE_Chicago.contents.apartment_unit_sub_grade-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 6.0, 7.0, 8.0, 15.0, 19.0, 22.0, 28.0, 33.0, 39.0, 43.0, 49.0, 54.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-54,RES3.USACE_Galveston.contents.apartment.living_area_on_one_floor-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.0, 34.0, 44.0, 55.0, 67.0, 77.0, 87.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-55,RES3.USACE_Galveston.contents.condominium.living_area_on_multiple_floors-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.0, 24.0, 34.0, 40.0, 47.0, 53.0, 56.0, 58.0, 58.0, 58.0, 61.0, 66.0, 68.0, 76.0, 81.0, 86.0, 91.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-56,RES4.USACE_Galveston.contents.average_hotel/motel.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 19.0, 25.0, 29.0, 34.0, 39.0, 44.0, 49.0, 56.0, 65.0, 74.0, 82.0, 88.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-57,RES4.USACE_Galveston.contents.hotel.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 22.0, 28.0, 33.0, 37.0, 41.0, 44.0, 46.0, 49.0, 54.0, 60.0, 69.0, 81.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-58,RES4.USACE_Galveston.contents.motel_unit.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 16.0, 21.0, 25.0, 30.0, 36.0, 43.0, 52.0, 63.0, 76.0, 88.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-59,RES5.USACE_Galveston.contents.average_institutional_dormitory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 60.0, 73.0, 81.0, 88.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-60,RES6.USACE_Galveston.contents.nursing_home.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 60.0, 73.0, 81.0, 88.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-61,COM1.USACE_Galveston.contents.average_retail_trade_equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 26.0, 42.0, 56.0, 68.0, 78.0, 83.0, 85.0, 87.0, 88.0, 89.0, 90.0, 91.0, 92.0, 92.0, 92.0, 93.0, 93.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-62,COM1.USACE_Galveston.contents.antique.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 75.0, 78.0, 85.0, 90.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-63,COM1.USACE_Galveston.contents.appliance_sales.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 16.0, 28.0, 58.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-64,COM1.USACE_Galveston.contents.appliance_sales.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 83.0, 91.0, 94.0, 95.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-65,COM1.USACE_Galveston.contents.large_auto_dealer.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 50.0, 90.0, 95.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-66,COM1.USACE_Galveston.contents.bait_stand.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 7.0, 11.0, 16.0, 22.0, 29.0, 36.0, 44.0, 52.0, 60.0, 69.0, 79.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-67,COM1.USACE_Galveston.contents.bakery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 14.0, 35.0, 70.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-68,COM1.USACE_Galveston.contents.bakery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 55.0, 65.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-69,COM1.USACE_Galveston.contents.boat_sales/service.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 41.0, 65.0, 83.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-70,COM1.USACE_Galveston.contents.boat_sales/service.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 13.0, 24.0, 43.0, 82.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-71,COM1.USACE_Galveston.contents.book_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 7.0, 14.0, 21.0, 27.0, 35.0, 42.0, 49.0, 57.0, 65.0, 73.0, 82.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-72,COM1.USACE_Galveston.contents.camera_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 18.0, 33.0, 65.0, 88.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-73,COM1.USACE_Galveston.contents.carpet_and_paint_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-74,COM1.USACE_Galveston.contents.carpet_and_paint_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 80.0, 95.0, 97.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-75,COM1.USACE_Galveston.contents.mens_clothing.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 32.0, 41.0, 60.0, 78.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-76,COM1.USACE_Galveston.contents.mens_clothing.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.0, 37.0, 50.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-77,COM1.USACE_Galveston.contents.crafts.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-78,COM1.USACE_Galveston.contents.crafts.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 30.0, 50.0, 70.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-79,COM1.USACE_Galveston.contents.chain_drug_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-80,COM1.USACE_Galveston.contents.fabric_store.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 30.0, 40.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-81,COM1.USACE_Galveston.contents.fabric_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 30.0, 50.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-82,COM1.USACE_Galveston.contents.feed_store.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-83,COM1.USACE_Galveston.contents.feed_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 15.0, 15.0, 15.0, 25.0, 25.0, 25.0, 25.0, 50.0, 50.0, 50.0, 50.0, 75.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-84,COM1.USACE_Galveston.contents.florist.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 49.0, 60.0, 75.0, 78.0, 79.0, 82.0, 85.0, 89.0, 93.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-85,COM1.USACE_Galveston.contents.florist.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 50.0, 85.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-86,COM1.USACE_Galveston.contents.fruit_stand.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 45.0, 80.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-87,COM1.USACE_Galveston.contents.large_furniture_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-88,COM1.USACE_Galveston.contents.gas/butane_supply.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 46.0, 65.0, 75.0, 81.0, 86.0, 90.0, 94.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-89,COM1.USACE_Galveston.contents.gift_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 54.0, 63.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-90,COM1.USACE_Galveston.contents.greenhouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 34.0, 50.0, 66.0, 80.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-91,COM1.USACE_Galveston.contents.greenhouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 66.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-92,COM1.USACE_Galveston.contents.small_grocery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 20.0, 20.0, 20.0, 20.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-93,COM1.USACE_Galveston.contents.small_grocery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 35.0, 50.0, 65.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-94,COM1.USACE_Galveston.contents.medium_grocery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.0, 80.0, 90.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-95,COM1.USACE_Galveston.contents.medium_grocery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.0, 22.0, 44.0, 74.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-96,COM1.USACE_Galveston.contents.gun_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 30.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-97,COM1.USACE_Galveston.contents.gun_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 22.0, 39.0, 58.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-98,COM1.USACE_Galveston.contents.hardware.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 12.0, 20.0, 29.0, 40.0, 50.0, 59.0, 67.0, 75.0, 84.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-99,COM1.USACE_Galveston.contents.hardware.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 33.0, 52.0, 70.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-100,COM1.USACE_Galveston.contents.hobby_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 56.0, 87.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-101,COM1.USACE_Galveston.contents.hobby_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 49.0, 64.0, 77.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-102,COM1.USACE_Galveston.contents.lawnmower.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 24.0, 46.0, 57.0, 65.0, 72.0, 79.0, 86.0, 91.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-103,COM1.USACE_Galveston.contents.lawnmower.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-104,COM1.USACE_Galveston.contents.liquor_store.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 2.0, 4.0, 9.0, 16.0, 84.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-105,COM1.USACE_Galveston.contents.liquor_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 81.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-106,COM1.USACE_Galveston.contents.meat_market.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 78.0, 81.0, 84.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-107,COM1.USACE_Galveston.contents.meat_market.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-108,COM1.USACE_Galveston.contents.motorcycle_dealer.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-109,COM1.USACE_Galveston.contents.motorcycle_dealer.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 45.0, 65.0, 85.0, 85.0, 85.0, 85.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-110,COM1.USACE_Galveston.contents.music_center.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 52.0, 72.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-111,COM1.USACE_Galveston.contents.music_center.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 66.0, 72.0, 75.0, 80.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-112,COM1.USACE_Galveston.contents.plant_nursery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 4.0, 4.0, 8.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-113,COM1.USACE_Galveston.contents.plant_nursery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 20.0, 79.0, 88.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-114,COM1.USACE_Galveston.contents.paint_store.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 25.0, 30.0, 35.0, 40.0, 45.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-115,COM1.USACE_Galveston.contents.paint_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 70.0, 73.0, 76.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-116,COM1.USACE_Galveston.contents.pawn_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 60.0, 70.0, 70.0, 70.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-117,COM1.USACE_Galveston.contents.pawn_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-118,COM1.USACE_Galveston.contents.remnant_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-119,COM1.USACE_Galveston.contents.remnant_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 80.0, 90.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-120,COM1.USACE_Galveston.contents.service_station.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 39.0, 59.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-121,COM1.USACE_Galveston.contents.service_station.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 42.0, 62.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-122,COM1.USACE_Galveston.contents.shoe_repair.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 28.0, 38.0, 41.0, 44.0, 47.0, 47.0, 47.0, 47.0, 47.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-123,COM1.USACE_Galveston.contents.shoe_repair.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 23.0, 35.0, 48.0, 60.0, 74.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-124,COM1.USACE_Galveston.contents.toy_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 40.0, 70.0, 85.0, 90.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-125,COM1.USACE_Galveston.contents.tractor_sales.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 2.0, 4.0, 18.0, 28.0, 36.0, 44.0, 48.0, 52.0, 56.0, 60.0, 65.0, 70.0, 74.0, 79.0, 84.0, 88.0, 93.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-126,COM1.USACE_Galveston.contents.tractor_sales.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 17.0, 29.0, 44.0, 59.0, 70.0, 77.0, 81.0, 84.0, 88.0, 92.0, 95.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-127,COM1.USACE_Galveston.contents.trailer_sales.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 18.0, 37.0, 60.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-128,COM1.USACE_Galveston.contents.trophy_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 35.0, 38.0, 56.0, 60.0, 60.0, 60.0, 60.0, 60.0, 61.0, 62.0, 64.0, 66.0, 68.0, 71.0, 76.0, 84.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-129,COM1.USACE_Galveston.contents.trophy_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 1.0, 5.0, 12.0, 31.0, 66.0, 82.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-130,COM1.USACE_Galveston.contents.upholstery_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 10.0, 10.0, 10.0, 30.0, 35.0, 40.0, 45.0, 50.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-131,COM1.USACE_Galveston.contents.upholstery_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 30.0, 40.0, 45.0, 50.0, 53.0, 56.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-132,COM1.USACE_Galveston.contents.used_appliances/cloth.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 50.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-133,COM1.USACE_Galveston.contents.used_appliances/cloth.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 35.0, 40.0, 50.0, 60.0, 80.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-134,COM1.USACE_Galveston.contents.used_furniture.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-135,COM1.USACE_Galveston.contents.used_furniture.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 45.0, 65.0, 80.0, 80.0, 85.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-136,COM1.USACE_Galveston.contents.vacuum_cleaner_sales.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 25.0, 30.0, 35.0, 40.0, 40.0, 40.0, 60.0, 60.0, 60.0, 60.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-137,COM1.USACE_Galveston.contents.vacuum_cleaner_sales.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 70.0, 80.0, 90.0, 95.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-138,COM1.USACE_Galveston.contents.video_games.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 10.0, 20.0, 30.0, 45.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 75.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-139,COM1.USACE_Galveston.contents.video_games.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-140,COM1.USACE_New-Orleans.contents.bakery.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-141,COM1.USACE_New-Orleans.contents.bakery.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-142,COM1.USACE_New-Orleans.contents.candy_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-143,COM1.USACE_New-Orleans.contents.candy_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-144,COM1.USACE_New-Orleans.contents.clothing_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-145,COM1.USACE_New-Orleans.contents.clothing_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 48.0, 54.0, 54.0, 55.0, 55.0, 55.0, 55.0, 55.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-146,COM1.USACE_New-Orleans.contents.convenience_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-147,COM1.USACE_New-Orleans.contents.convenience_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-148,COM1.USACE_New-Orleans.contents.department_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-149,COM1.USACE_New-Orleans.contents.department_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 48.0, 54.0, 54.0, 55.0, 55.0, 55.0, 55.0, 55.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-150,COM1.USACE_New-Orleans.contents.furniture_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-151,COM1.USACE_New-Orleans.contents.furniture_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 48.0, 54.0, 54.0, 55.0, 55.0, 55.0, 55.0, 55.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-152,COM1.USACE_New-Orleans.contents.gas_stations.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-153,COM1.USACE_New-Orleans.contents.gas_stations.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-154,COM1.USACE_New-Orleans.contents.large_grocery.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-155,COM1.USACE_New-Orleans.contents.large_grocery.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-156,COM1.USACE_New-Orleans.contents.neighborhood_grocery.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-157,COM1.USACE_New-Orleans.contents.neighborhood_grocery.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-158,COM1.USACE_New-Orleans.contents.home_repair_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-159,COM1.USACE_New-Orleans.contents.home_repair_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 45.0, 60.0, 65.0, 86.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-160,COM1.USACE_New-Orleans.contents.liquor_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-161,COM1.USACE_New-Orleans.contents.liquor_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-162,COM1.USACE_New-Orleans.contents.shoe_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-163,COM1.USACE_New-Orleans.contents.shoe_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 48.0, 54.0, 54.0, 55.0, 55.0, 55.0, 55.0, 55.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-164,COM1.USACE_New-Orleans.contents.wine_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-165,COM1.USACE_New-Orleans.contents.wine_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-166,COM2.USACE_Galveston.contents.average_wholesale_trade-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 16.0, 27.0, 36.0, 49.0, 57.0, 63.0, 69.0, 72.0, 76.0, 80.0, 82.0, 84.0, 86.0, 87.0, 87.0, 88.0, 89.0, 89.0, 89.0, 89.0, 89.0, 89.0, 89.0, 89.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-167,COM2.USACE_Galveston.contents.auto_parts.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 18.0, 30.0, 59.0, 70.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-168,COM2.USACE_Galveston.contents.auto_parts/mufflers.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 40.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-169,COM2.USACE_Galveston.contents.heavy_equipment_storage.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 14.0, 17.0, 20.0, 23.0, 25.0, 29.0, 35.0, 38.0, 42.0, 51.0, 63.0, 77.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-170,COM2.USACE_Galveston.contents.food_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 40.0, 55.0, 70.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-171,COM2.USACE_Galveston.contents.highway_material_storage.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 5.0, 10.0, 10.0, 25.0, 25.0, 50.0, 50.0, 50.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-172,COM2.USACE_Galveston.contents.jewelry.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 7.0, 15.0, 24.0, 33.0, 39.0, 45.0, 51.0, 56.0, 61.0, 65.0, 70.0, 74.0, 79.0, 83.0, 87.0, 92.0, 95.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-173,COM2.USACE_Galveston.contents.lumber_yard.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 30.0, 45.0, 60.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-174,COM2.USACE_Galveston.contents.medical_supplies.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-175,COM2.USACE_Galveston.contents.medical_supplies.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 20.0, 27.0, 35.0, 43.0, 50.0, 57.0, 65.0, 73.0, 80.0, 88.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-176,COM2.USACE_Galveston.contents.municipal_storage_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 40.0, 58.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-177,COM2.USACE_Galveston.contents.municipal_storage_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 16.0, 19.0, 21.0, 23.0, 28.0, 35.0, 47.0, 67.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-178,COM2.USACE_Galveston.contents.paper_products_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 22.0, 42.0, 58.0, 75.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-179,COM2.USACE_Galveston.contents.paper_products_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 27.0, 36.0, 44.0, 52.0, 59.0, 67.0, 73.0, 80.0, 90.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-180,COM2.USACE_Galveston.contents.safety_equipment.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 25.0, 37.0, 50.0, 62.0, 75.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-181,COM2.USACE_Galveston.contents.safety_equipment.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 25.0, 37.0, 50.0, 62.0, 75.0, 85.0, 93.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-182,COM2.USACE_Galveston.contents.sporting_goods.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-183,COM2.USACE_Galveston.contents.sporting_goods.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 30.0, 50.0, 53.0, 55.0, 57.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-184,COM2.USACE_Galveston.contents.sporting_goods_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 50.0, 63.0, 75.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-185,COM2.USACE_Galveston.contents.sporting_goods_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 50.0, 63.0, 75.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-186,COM2.USACE_Galveston.contents.storage_chemicals.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 15.0, 20.0, 25.0, 35.0, 45.0, 55.0, 65.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-187,COM2.USACE_Galveston.contents.storage_chemicals.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 20.0, 30.0, 40.0, 50.0, 60.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-188,COM2.USACE_Galveston.contents.storage_machine_parts.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 30.0, 40.0, 50.0, 50.0, 50.0, 75.0, 75.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-189,COM2.USACE_Galveston.contents.t.v._station.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 9.0, 9.0, 9.0, 9.0, 11.0, 13.0, 15.0, 18.0, 22.0, 26.0, 30.0, 35.0, 43.0, 54.0, 70.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-190,COM2.USACE_Galveston.contents.t.v._repair.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.0, 10.0, 11.0, 13.0, 16.0, 21.0, 27.0, 34.0, 42.0, 52.0, 63.0, 74.0, 86.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-191,COM2.USACE_Galveston.contents.t.v._repair.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-192,COM2.USACE_Galveston.contents.trailer_parts.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 50.0, 50.0, 50.0, 50.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-193,COM2.USACE_Galveston.contents.trailer_parts.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 16.0, 28.0, 32.0, 40.0, 43.0, 46.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-194,COM2.USACE_Galveston.contents.warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 16.0, 19.0, 21.0, 23.0, 28.0, 35.0, 47.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-195,COM2.USACE_Galveston.contents.beer_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 40.0, 55.0, 70.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-196,COM2.USACE_Galveston.contents.beer_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-197,COM2.USACE_Galveston.contents.bottled_gases_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 35.0, 50.0, 50.0, 50.0, 60.0, 60.0, 60.0, 60.0, 60.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-198,COM2.USACE_Galveston.contents.bottled_gases_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-199,COM2.USACE_Galveston.contents.cement_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-200,COM2.USACE_Galveston.contents.detergents_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 10.0, 15.0, 20.0, 25.0, 35.0, 35.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-201,COM2.USACE_Galveston.contents.detergents_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-202,COM2.USACE_Galveston.contents.heavy_machinery_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 11.0, 17.0, 20.0, 23.0, 25.0, 29.0, 35.0, 42.0, 51.0, 63.0, 77.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-203,COM2.USACE_Galveston.contents.heavy_machinery_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 25.0, 25.0, 35.0, 40.0, 50.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 85.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-204,COM2.USACE_Galveston.contents.petroleum_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 35.0, 50.0, 50.0, 50.0, 50.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-205,COM2.USACE_Galveston.contents.petroleum_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 40.0, 60.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-206,COM2.USACE_Galveston.contents.western_auto.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 8.0, 16.0, 59.0, 65.0, 70.0, 73.0, 77.0, 81.0, 84.0, 87.0, 90.0, 93.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-207,COM2.USACE_Galveston.contents.western_auto.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 50.0, 75.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-208,COM2.USACE_New-Orleans.contents.warehouse.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 53.0, 70.0, 80.0, 96.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-209,COM2.USACE_New-Orleans.contents.warehouse.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.0, 31.0, 40.0, 45.0, 49.0, 54.0, 58.0, 63.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-210,COM2.USACE_St-Paul.contents.warehouse.fresh_water-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 15.0, 31.0, 43.0, 53.0, 61.0, 67.0, 71.0, 73.0, 76.0, 77.0, 78.0, 79.0, 80.0, 81.0, 82.0, 83.0, 84.0, 85.0, 86.0, 87.0, 88.0, 89.0, 90.0, 91.0, 92.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-211,COM3.USACE_Galveston.contents.average_personal/repair_services.invetory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.0, 29.0, 46.0, 67.0, 79.0, 85.0, 91.0, 92.0, 92.0, 93.0, 94.0, 96.0, 96.0, 97.0, 97.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-212,COM3.USACE_Galveston.contents.auto_repair.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 56.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-213,COM3.USACE_Galveston.contents.auto_repair.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 50.0, 80.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-214,COM3.USACE_Galveston.contents.auto_service.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 40.0, 60.0, 85.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-215,COM3.USACE_Galveston.contents.barber_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 22.0, 29.0, 37.0, 48.0, 62.0, 78.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-216,COM3.USACE_Galveston.contents.barber_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 50.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-217,COM3.USACE_Galveston.contents.beauty_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 70.0, 87.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-218,COM3.USACE_Galveston.contents.beauty_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 18.0, 31.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-219,COM3.USACE_Galveston.contents.boat_service.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 12.0, 20.0, 29.0, 40.0, 50.0, 59.0, 67.0, 75.0, 84.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-220,COM3.USACE_Galveston.contents.boat_service.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 33.0, 52.0, 70.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-221,COM3.USACE_Galveston.contents.car_wash.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 25.0, 40.0, 50.0, 60.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-222,COM3.USACE_Galveston.contents.car_wash.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-223,COM3.USACE_Galveston.contents.cemetary_complex.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 34.0, 76.0, 88.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-224,COM3.USACE_Galveston.contents.cemetary_complex.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 92.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-225,COM3.USACE_Galveston.contents.cleaners.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 50.0, 75.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-226,COM3.USACE_Galveston.contents.cleaners_substation.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 4.0, 10.0, 75.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-227,COM3.USACE_Galveston.contents.cleaners_substation.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 49.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-228,COM3.USACE_Galveston.contents.private_day_care.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-229,COM3.USACE_Galveston.contents.private_day_care.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-230,COM3.USACE_Galveston.contents.funeral_home.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 60.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-231,COM3.USACE_Galveston.contents.laundry.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 10.0, 13.0, 16.0, 19.0, 22.0, 27.0, 33.0, 40.0, 47.0, 56.0, 65.0, 74.0, 84.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-232,COM3.USACE_Galveston.contents.photo_studio.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 10.0, 10.0, 10.0, 60.0, 60.0, 60.0, 60.0, 60.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-233,COM3.USACE_Galveston.contents.photo_studio.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 80.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-234,COM3.USACE_Galveston.contents.truck_mfg_&_sales.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 65.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-235,COM3.USACE_Galveston.contents.truck_mfg_&_sales.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 34.0, 50.0, 57.0, 65.0, 71.0, 76.0, 80.0, 88.0, 89.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-236,COM3.USACE_Galveston.contents.washateria.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 55.0, 78.0, 83.0, 86.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-237,COM3.USACE_New-Orleans.contents.auto_repair.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-238,COM3.USACE_New-Orleans.contents.auto_repair.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 45.0, 60.0, 65.0, 86.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-239,COM3.USACE_New-Orleans.contents.barber_shop.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-240,COM3.USACE_New-Orleans.contents.barber_shop.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 48.0, 54.0, 54.0, 55.0, 55.0, 55.0, 55.0, 55.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-241,COM3.USACE_New-Orleans.contents.beauty_salon.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-242,COM3.USACE_New-Orleans.contents.beauty_salon.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 48.0, 54.0, 54.0, 55.0, 55.0, 55.0, 55.0, 55.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-243,COM3.USACE_New-Orleans.contents.funeral_home.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-244,COM3.USACE_New-Orleans.contents.funeral_home.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-245,COM3.USACE_New-Orleans.contents.laundromat.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-246,COM3.USACE_New-Orleans.contents.laundromat.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 48.0, 54.0, 54.0, 55.0, 55.0, 55.0, 55.0, 55.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-247,COM3.USACE_New-Orleans.contents.reupholstery.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-248,COM3.USACE_New-Orleans.contents.reupholstery.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 45.0, 60.0, 65.0, 86.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-249,COM3.USACE_New-Orleans.contents.watch_repair.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-250,COM3.USACE_New-Orleans.contents.watch_repair.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 45.0, 60.0, 65.0, 86.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-251,COM4.USACE_Galveston.contents.average_prof/tech_services.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 18.0, 25.0, 35.0, 43.0, 49.0, 52.0, 55.0, 57.0, 58.0, 60.0, 65.0, 67.0, 68.0, 69.0, 70.0, 71.0, 71.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-252,COM4.USACE_Galveston.contents.airport.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-253,COM4.USACE_Galveston.contents.airport.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 40.0, 48.0, 55.0, 75.0, 78.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-254,COM4.USACE_Galveston.contents.boat_stalls.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 6.0, 8.0, 11.0, 13.0, 15.0, 17.0, 19.0, 21.0, 22.0, 24.0, 25.0, 27.0, 28.0, 29.0, 31.0, 32.0, 33.0, 34.0, 35.0, 36.0, 37.0, 38.0, 39.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-255,COM4.USACE_Galveston.contents.boat_storage.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 1.0, 4.0, 7.0, 12.0, 18.0, 24.0, 32.0, 40.0, 48.0, 54.0, 58.0, 63.0, 66.0, 68.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-256,COM4.USACE_Galveston.contents.business.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 2.0, 6.0, 10.0, 15.0, 19.0, 24.0, 28.0, 33.0, 38.0, 44.0, 49.0, 55.0, 62.0, 69.0, 78.0, 86.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-257,COM4.USACE_Galveston.contents.import_sales.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-258,COM4.USACE_Galveston.contents.import_sales.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 65.0, 70.0, 75.0, 80.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-259,COM4.USACE_Galveston.contents.large_commercial_office.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 16.0, 21.0, 24.0, 25.0, 26.0, 28.0, 31.0, 36.0, 42.0, 50.0, 71.0, 84.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-260,COM4.USACE_Galveston.contents.real_estate_office.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 1.0, 9.0, 42.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-261,COM4.USACE_Galveston.contents.real_estate_office.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 25.0, 43.0, 63.0, 70.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-262,COM4.USACE_Galveston.contents.transport_comapny.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 75.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-263,COM4.USACE_Galveston.contents.utility_company.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 30.0, 40.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-264,COM4.USACE_Galveston.contents.utility_company.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 1.0, 1.0, 5.0, 7.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 15.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-265,COM4.USACE_Galveston.contents.water_supply.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-266,COM4.USACE_New-Orleans.contents.accounting_firm.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-267,COM4.USACE_New-Orleans.contents.accounting_firm.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-268,COM4.USACE_New-Orleans.contents.legal_office.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-269,COM4.USACE_New-Orleans.contents.legal_office.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-270,COM4.USACE_New-Orleans.contents.real_estate_office.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-271,COM4.USACE_New-Orleans.contents.real_estate_office.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-272,COM4.USACE_New-Orleans.contents.utility_company.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-273,COM4.USACE_New-Orleans.contents.utility_company.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 18.0, 50.0, 50.0, 52.0, 58.0, 58.0, 58.0, 58.0, 58.0, 59.0, 69.0, 70.0, 70.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-274,COM4.USACE_St-Paul.contents.professional.fresh_water-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 15.0, 31.0, 43.0, 53.0, 61.0, 67.0, 71.0, 73.0, 76.0, 77.0, 78.0, 79.0, 80.0, 81.0, 82.0, 83.0, 84.0, 85.0, 86.0, 87.0, 88.0, 89.0, 90.0, 91.0, 92.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-275,COM5.USACE_Galveston.contents.bank-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 50.0, 74.0, 83.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-276,COM5.USACE_Galveston.contents.bank.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 50.0, 60.0, 70.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-277,COM5.USACE_Galveston.contents.bank.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 50.0, 87.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-278,COM5.USACE_New-Orleans.contents.bank.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-279,COM5.USACE_New-Orleans.contents.bank.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-280,COM6.USACE_Galveston.contents.hospital-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 30.0, 65.0, 72.0, 78.0, 85.0, 95.0, 95.0, 95.0, 95.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-281,COM6.USACE_Galveston.contents.hospital.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 30.0, 40.0, 50.0, 60.0, 70.0, 80.0, 95.0, 95.0, 95.0, 95.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-282,COM6.USACE_Galveston.contents.hospital.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 80.0, 83.0, 86.0, 89.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-283,COM7.USACE_Galveston.contents.average_medical_offic/clinic.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 51.0, 60.0, 63.0, 67.0, 71.0, 72.0, 74.0, 77.0, 81.0, 86.0, 92.0, 94.0, 97.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-284,COM7.USACE_Galveston.contents.doctor's_office.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 7.0, 12.0, 15.0, 16.0, 18.0, 22.0, 27.0, 34.0, 43.0, 57.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-285,COM7.USACE_Galveston.contents.dentist's_office.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-286,COM7.USACE_Galveston.contents.dentist's_office.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 21.0, 40.0, 55.0, 70.0, 85.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-287,COM7.USACE_Galveston.contents.chiropractic_clinic.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 30.0, 30.0, 30.0, 31.0, 32.0, 35.0, 38.0, 42.0, 47.0, 54.0, 62.0, 72.0, 84.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-288,COM7.USACE_Galveston.contents.x_ray_service.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-289,COM7.USACE_New-Orleans.contents.medical_office.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-290,COM7.USACE_New-Orleans.contents.medical_office.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-291,COM7.USACE_New-Orleans.contents.dentist's_office.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-292,COM7.USACE_New-Orleans.contents.dentist's_office.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-293,COM8.USACE_Galveston.contents.average_entertainment/recreation.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 13.0, 45.0, 55.0, 64.0, 73.0, 77.0, 80.0, 82.0, 83.0, 85.0, 87.0, 89.0, 90.0, 91.0, 92.0, 93.0, 94.0, 95.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-294,COM8.USACE_Galveston.contents.fishing_party_boat.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 24.0, 24.0, 24.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-295,COM8.USACE_Galveston.contents.fishing_party_boat.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 40.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-296,COM8.USACE_Galveston.contents.bowling_alley.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 22.0, 25.0, 27.0, 27.0, 28.0, 30.0, 32.0, 35.0, 39.0, 45.0, 51.0, 58.0, 67.0, 76.0, 86.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-297,COM8.USACE_Galveston.contents.country_club.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 38.0, 41.0, 44.0, 47.0, 52.0, 56.0, 62.0, 67.0, 74.0, 80.0, 87.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-298,COM8.USACE_Galveston.contents.country_club.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 19.0, 27.0, 34.0, 42.0, 48.0, 55.0, 62.0, 68.0, 73.0, 78.0, 84.0, 89.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-299,COM8.USACE_Galveston.contents.physical_fitness.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 45.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-300,COM8.USACE_Galveston.contents.private_pool.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-301,COM8.USACE_Galveston.contents.private_club.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 45.0, 49.0, 52.0, 55.0, 59.0, 63.0, 68.0, 74.0, 85.0, 90.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-302,COM8.USACE_Galveston.contents.private_club.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 21.0, 28.0, 35.0, 41.0, 47.0, 54.0, 62.0, 71.0, 83.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-303,COM8.USACE_Galveston.contents.radio_station.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-304,COM8.USACE_Galveston.contents.recreation_facilities.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 10.0, 20.0, 30.0, 45.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 75.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-305,COM8.USACE_Galveston.contents.recreation_facilities.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-306,COM8.USACE_Galveston.contents.tavern.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 36.0, 62.0, 73.0, 88.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-307,COM8.USACE_Galveston.contents.tavern.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 42.0, 53.0, 78.0, 92.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-308,COM8.USACE_Galveston.contents.telephone_exchange.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-309,COM8.USACE_Galveston.contents.ymca_inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 33.0, 33.0, 33.0, 33.0, 33.0, 33.0, 33.0, 33.0, 33.0, 35.0, 35.0, 35.0, 36.0, 36.0, 37.0, 37.0, 38.0, 38.0, 39.0, 39.0, 40.0, 40.0, 40.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-310,COM8.USACE_Galveston.contents.cafeteria_restaurant.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 57.0, 70.0, 71.0, 75.0, 82.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-311,COM8.USACE_Galveston.contents.cafeteria_restaurant.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 73.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-312,COM8.USACE_Galveston.contents.drive_in_restaurant.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 82.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-313,COM8.USACE_Galveston.contents.drive_in_restaurant.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 52.0, 60.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-314,COM8.USACE_New-Orleans.contents.bowling_alley.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 83.0, 88.0, 93.0, 94.0, 94.0, 94.0, 94.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-315,COM8.USACE_New-Orleans.contents.bowling_alley.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 61.0, 81.0, 89.0, 90.0, 92.0, 92.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-316,COM8.USACE_New-Orleans.contents.fast_food_restaurant.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 83.0, 88.0, 93.0, 94.0, 94.0, 94.0, 94.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-317,COM8.USACE_New-Orleans.contents.fast_food_restaurant.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 61.0, 81.0, 89.0, 90.0, 92.0, 92.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-318,COM8.USACE_New-Orleans.contents.full_service_restaurant.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 83.0, 88.0, 93.0, 94.0, 94.0, 94.0, 94.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-319,COM8.USACE_New-Orleans.contents.full_service_restaurant.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 61.0, 81.0, 89.0, 90.0, 92.0, 92.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-320,COM8.USACE_New-Orleans.contents.lounge.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 83.0, 88.0, 93.0, 94.0, 94.0, 94.0, 94.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-321,COM8.USACE_New-Orleans.contents.lounge.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 61.0, 81.0, 89.0, 90.0, 92.0, 92.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-322,COM8.USACE_St-Paul.contents.recreation.fresh_water-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 15.0, 31.0, 43.0, 53.0, 61.0, 67.0, 71.0, 73.0, 76.0, 77.0, 78.0, 79.0, 80.0, 81.0, 82.0, 83.0, 84.0, 85.0, 86.0, 87.0, 88.0, 89.0, 90.0, 91.0, 92.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-323,COM9.USACE_Galveston.contents.theater.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 4.0, 6.0, 8.0, 9.0, 10.0, 12.0, 17.0, 22.0, 30.0, 41.0, 57.0, 66.0, 73.0, 79.0, 84.0, 90.0, 97.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-324,COM9.USACE_Galveston.contents.private_hall.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 8.0, 10.0, 12.0, 14.0, 18.0, 24.0, 32.0, 44.0, 60.0, 85.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-325,COM9.USACE_Galveston.contents.indoor_theater.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 4.0, 5.0, 6.0, 6.0, 6.0, 9.0, 12.0, 16.0, 22.0, 28.0, 37.0, 46.0, 57.0, 68.0, 80.0, 93.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-326,COM9.USACE_New-Orleans.contents.movie_theater.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 83.0, 88.0, 93.0, 94.0, 94.0, 94.0, 94.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-327,COM9.USACE_New-Orleans.contents.movie_theater.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 61.0, 81.0, 89.0, 90.0, 92.0, 92.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-328,COM10.USACE_Galveston.contents.garage.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 17.0, 20.0, 23.0, 25.0, 29.0, 35.0, 42.0, 51.0, 63.0, 77.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-329,IND1.USACE_Galveston.contents.average_heavy_industrial.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 24.0, 34.0, 41.0, 47.0, 52.0, 57.0, 60.0, 63.0, 64.0, 66.0, 68.0, 69.0, 72.0, 73.0, 73.0, 73.0, 74.0, 74.0, 74.0, 74.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-330,IND1.USACE_Galveston.contents.boiler_building.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 10.0, 10.0, 10.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-331,IND1.USACE_Galveston.contents.cabinet_shop_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 25.0, 30.0, 35.0, 40.0, 45.0, 50.0, 55.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-332,IND1.USACE_Galveston.contents.cabinet_shop_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 2.0, 4.0, 8.0, 10.0, 11.0, 12.0, 13.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-333,IND1.USACE_Galveston.contents.concrete_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 50.0, 51.0, 53.0, 54.0, 55.0, 55.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-334,IND1.USACE_Galveston.contents.door_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 25.0, 45.0, 70.0, 80.0, 90.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-335,IND1.USACE_Galveston.contents.door_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-336,IND1.USACE_Galveston.contents.engine_room.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 25.0, 30.0, 35.0, 40.0, 45.0, 50.0, 55.0, 65.0, 65.0, 65.0, 65.0, 65.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-337,IND1.USACE_Galveston.contents.fabrication_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 30.0, 40.0, 50.0, 60.0, 70.0, 75.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-338,IND1.USACE_Galveston.contents.heat_exchanger_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 22.0, 32.0, 40.0, 46.0, 52.0, 55.0, 58.0, 60.0, 63.0, 71.0, 80.0, 85.0, 91.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-339,IND1.USACE_Galveston.contents.heat_exchanger_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 15.0, 17.0, 19.0, 21.0, 23.0, 24.0, 26.0, 28.0, 29.0, 32.0, 34.0, 36.0, 38.0, 39.0, 41.0, 43.0, 45.0, 47.0, 49.0, 51.0, 53.0, 55.0, 57.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-340,IND1.USACE_Galveston.contents.lock_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 12.0, 20.0, 29.0, 40.0, 50.0, 59.0, 67.0, 75.0, 84.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-341,IND1.USACE_Galveston.contents.lock_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 33.0, 52.0, 70.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-342,IND1.USACE_Galveston.contents.lumber_mill.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-343,IND1.USACE_Galveston.contents.heavy_machine_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 16.0, 24.0, 33.0, 41.0, 49.0, 58.0, 66.0, 74.0, 82.0, 91.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-344,IND1.USACE_Galveston.contents.heavy_machine_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 2.0, 5.0, 10.0, 15.0, 20.0, 25.0, 30.0, 40.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-345,IND1.USACE_Galveston.contents.light_machine_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 12.0, 18.0, 27.0, 35.0, 42.0, 42.0, 42.0, 55.0, 55.0, 55.0, 65.0, 65.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-346,IND1.USACE_Galveston.contents.metal_coatings_serv.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 32.0, 50.0, 63.0, 75.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-347,IND1.USACE_Galveston.contents.metal_coatings_serv.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-348,IND1.USACE_Galveston.contents.pipe_threader_facility.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 25.0, 50.0, 50.0, 50.0, 50.0, 75.0, 75.0, 75.0, 75.0, 90.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-349,IND1.USACE_Galveston.contents.pressure_test_facility.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 20.0, 25.0, 25.0, 30.0, 30.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-350,IND1.USACE_Galveston.contents.metal_recycling.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 20.0, 20.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-351,IND1.USACE_Galveston.contents.machine_research_lab.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 25.0, 30.0, 35.0, 40.0, 42.0, 44.0, 46.0, 48.0, 50.0, 50.0, 50.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-352,IND1.USACE_Galveston.contents.machine_research_lab.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 80.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-353,IND1.USACE_Galveston.contents.scale_bldg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 15.0, 25.0, 40.0, 50.0, 75.0, 85.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-354,IND1.USACE_Galveston.contents.welding_machine.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 1.0, 6.0, 15.0, 18.0, 20.0, 21.0, 22.0, 24.0, 27.0, 30.0, 33.0, 37.0, 41.0, 45.0, 49.0, 54.0, 59.0, 63.0, 68.0, 72.0, 76.0, 80.0, 84.0, 88.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-355,IND2.USACE_Galveston.contents.average_light_industrial.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 9.0, 23.0, 35.0, 44.0, 52.0, 58.0, 62.0, 65.0, 68.0, 70.0, 73.0, 74.0, 77.0, 78.0, 78.0, 79.0, 80.0, 80.0, 80.0, 80.0, 81.0, 81.0, 81.0, 81.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-356,IND2.USACE_Galveston.contents.battery_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 30.0, 40.0, 60.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-357,IND2.USACE_Galveston.contents.battery_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 15.0, 15.0, 20.0, 20.0, 25.0, 25.0, 30.0, 30.0, 30.0, 30.0, 40.0, 40.0, 40.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-358,IND2.USACE_Galveston.contents.control_bldg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 75.0, 85.0, 85.0, 90.0, 90.0, 90.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-359,IND2.USACE_Galveston.contents.electronic_equip_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-360,IND2.USACE_Galveston.contents.electronic_equip_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 40.0, 55.0, 70.0, 85.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-361,IND2.USACE_Galveston.contents.frame_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 16.0, 45.0, 80.0, 88.0, 93.0, 95.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-362,IND2.USACE_Galveston.contents.furniture_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-363,IND2.USACE_Galveston.contents.furniture_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 50.0, 60.0, 70.0, 80.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-364,IND2.USACE_Galveston.contents.instrument_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 7.0, 13.0, 20.0, 27.0, 34.0, 42.0, 48.0, 57.0, 71.0, 80.0, 85.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-365,IND2.USACE_Galveston.contents.instrument_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 50.0, 61.0, 73.0, 82.0, 90.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-366,IND2.USACE_Galveston.contents.leather_goods_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 6.0, 9.0, 12.0, 15.0, 18.0, 21.0, 24.0, 27.0, 30.0, 33.0, 36.0, 39.0, 42.0, 45.0, 48.0, 51.0, 54.0, 57.0, 60.0, 63.0, 66.0, 69.0, 72.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-367,IND2.USACE_Galveston.contents.leather_goods_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 7.0, 12.0, 16.0, 20.0, 23.0, 26.0, 27.0, 29.0, 30.0, 30.0, 36.0, 39.0, 41.0, 44.0, 46.0, 49.0, 51.0, 54.0, 57.0, 60.0, 63.0, 66.0, 69.0, 72.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-368,IND2.USACE_Galveston.contents.industrial_loading_dock.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 25.0, 40.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-369,IND2.USACE_Galveston.contents.industrial_loading_dock.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 20.0, 20.0, 20.0, 20.0, 20.0, 30.0, 30.0, 30.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-370,IND2.USACE_Galveston.contents.locker_bldg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 5.0, 25.0, 55.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-371,IND2.USACE_Galveston.contents.maint_bldg_mfg_facilility.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 15.0, 20.0, 25.0, 35.0, 45.0, 45.0, 45.0, 45.0, 50.0, 50.0, 50.0, 55.0, 55.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-372,IND2.USACE_Galveston.contents.newspaper_print_plant.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 8.0, 11.0, 13.0, 16.0, 20.0, 25.0, 31.0, 39.0, 48.0, 59.0, 70.0, 82.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-373,IND2.USACE_Galveston.contents.newspaper_sales_office.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 4.0, 9.0, 18.0, 33.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-374,IND2.USACE_Galveston.contents.newspaper_sales_office.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 46.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-375,IND2.USACE_Galveston.contents.manuf_facility_office.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 30.0, 40.0, 50.0, 60.0, 70.0, 80.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-376,IND2.USACE_Galveston.contents.manuf_facility_office.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 16.0, 21.0, 30.0, 40.0, 45.0, 50.0, 60.0, 75.0, 85.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-377,IND2.USACE_Galveston.contents.commercial_printing.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-378,IND2.USACE_Galveston.contents.commercial_printing.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 35.0, 50.0, 70.0, 73.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-379,IND3.USACE_Galveston.contents.average_food/drugs/chemicals.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 20.0, 41.0, 51.0, 62.0, 67.0, 71.0, 73.0, 76.0, 78.0, 79.0, 82.0, 83.0, 84.0, 86.0, 87.0, 87.0, 88.0, 88.0, 88.0, 88.0, 88.0, 88.0, 88.0, 88.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-380,IND3.USACE_Galveston.contents.chemical_plant.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 44.0, 52.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-381,IND3.USACE_Galveston.contents.chemical_plant.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-382,IND3.USACE_Galveston.contents.chemical_plant_bonding.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-383,IND3.USACE_Galveston.contents.chemical_plant_bonding.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-384,IND3.USACE_Galveston.contents.chemical_refinery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 4.0, 45.0, 60.0, 75.0, 90.0, 93.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-385,IND3.USACE_Galveston.contents.chemical_refinery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-386,IND3.USACE_Galveston.contents.deodorizer_bldg_chemical.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 15.0, 20.0, 20.0, 20.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-387,IND3.USACE_Galveston.contents.deodorizer_bldg_chem.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 75.0, 90.0, 90.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-388,IND3.USACE_Galveston.contents.feed_mill.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-389,IND3.USACE_Galveston.contents.feed_mill.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 22.0, 24.0, 26.0, 28.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-390,IND3.USACE_Galveston.contents.food_processor.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 27.0, 33.0, 40.0, 50.0, 60.0, 70.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-391,IND3.USACE_Galveston.contents.food_processor.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-392,IND3.USACE_Galveston.contents.chemical_laboratory.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 25.0, 50.0, 50.0, 60.0, 70.0, 80.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-393,IND3.USACE_Galveston.contents.chemical_laboratory.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 43.0, 60.0, 60.0, 60.0, 60.0, 70.0, 70.0, 80.0, 80.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-394,IND3.USACE_Galveston.contents.detergent_manuf._facility.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 16.0, 21.0, 24.0, 25.0, 26.0, 28.0, 31.0, 36.0, 42.0, 50.0, 71.0, 84.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-395,IND3.USACE_Galveston.contents.detergent_manuf._facility.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 40.0, 55.0, 70.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-396,IND3.USACE_Galveston.contents.meat_packing.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 30.0, 30.0, 70.0, 75.0, 85.0, 90.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-397,IND3.USACE_Galveston.contents.meat_packing.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-398,IND3.USACE_Galveston.contents.detergent_mixer_bldg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 25.0, 25.0, 25.0, 25.0, 25.0, 35.0, 35.0, 45.0, 45.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-399,IND3.USACE_Galveston.contents.detergent_mixer_bldg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-400,IND3.USACE_Galveston.contents.plastic_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 30.0, 40.0, 50.0, 60.0, 70.0, 80.0, 90.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-401,IND3.USACE_Galveston.contents.plastic_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 30.0, 40.0, 47.0, 55.0, 62.0, 67.0, 72.0, 77.0, 80.0, 92.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-402,IND3.USACE_Galveston.contents.caustic_materials_refinery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 50.0, 75.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-403,IND3.USACE_Galveston.contents.caustic_materials_refinery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 30.0, 30.0, 40.0, 40.0, 50.0, 50.0, 60.0, 60.0, 70.0, 70.0, 80.0, 80.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-404,IND4.USACE_Galveston.contents.average_metals/minerals_processing.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 15.0, 20.0, 26.0, 31.0, 37.0, 40.0, 44.0, 48.0, 53.0, 56.0, 57.0, 60.0, 62.0, 63.0, 63.0, 63.0, 64.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-405,IND4.USACE_Galveston.contents.foundry.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 17.0, 24.0, 29.0, 34.0, 38.0, 43.0, 45.0, 50.0, 58.0, 62.0, 67.0, 70.0, 75.0, 78.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-406,IND4.USACE_Galveston.contents.foundry.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 11.0, 16.0, 19.0, 21.0, 23.0, 28.0, 35.0, 47.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-407,IND4.USACE_Galveston.contents.lead_refinery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 30.0, 40.0, 50.0, 60.0, 70.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-408,IND4.USACE_Galveston.contents.lead_refinery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 16.0, 21.0, 30.0, 40.0, 45.0, 50.0, 60.0, 75.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-409,IND4.USACE_Galveston.contents.sand_&_gravel.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 10.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-410,IND4.USACE_Galveston.contents.sand_&_gravel.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 1.0, 3.0, 6.0, 10.0, 13.0, 16.0, 19.0, 24.0, 27.0, 30.0, 45.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-411,IND4.USACE_Galveston.contents.sheet_metal.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 24.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-412,IND4.USACE_Galveston.contents.sheet_metal.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-413,IND5.USACE_Galveston.contents.average_high_technology.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 20.0, 41.0, 51.0, 62.0, 67.0, 71.0, 73.0, 76.0, 78.0, 79.0, 82.0, 83.0, 84.0, 86.0, 87.0, 87.0, 88.0, 88.0, 88.0, 88.0, 88.0, 88.0, 88.0, 88.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-414,IND6.USACE_Galveston.contents.average_construction.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 35.0, 47.0, 56.0, 59.0, 66.0, 69.0, 71.0, 72.0, 78.0, 79.0, 80.0, 80.0, 81.0, 81.0, 81.0, 82.0, 82.0, 82.0, 83.0, 83.0, 83.0, 83.0, 83.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-415,IND6.USACE_Galveston.contents.carpet_tile_flooring.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 42.0, 54.0, 65.0, 75.0, 85.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-416,IND6.USACE_Galveston.contents.carpet_tile_flooring.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 70.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-417,IND6.USACE_Galveston.contents.contractor_roofing.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 27.0, 36.0, 43.0, 48.0, 50.0, 50.0, 50.0, 50.0, 50.0, 51.0, 51.0, 51.0, 52.0, 52.0, 52.0, 52.0, 53.0, 53.0, 53.0, 54.0, 54.0, 54.0, 55.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-418,IND6.USACE_Galveston.contents.contractor_roofing.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 27.0, 36.0, 43.0, 48.0, 53.0, 57.0, 59.0, 60.0, 66.0, 69.0, 72.0, 76.0, 79.0, 83.0, 86.0, 90.0, 93.0, 97.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-419,IND6.USACE_Galveston.contents.contractor_electric.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 10.0, 10.0, 40.0, 40.0, 40.0, 40.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-420,IND6.USACE_Galveston.contents.pier_drilling_co.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 23.0, 39.0, 55.0, 55.0, 56.0, 56.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-421,IND6.USACE_Galveston.contents.plumbing_co.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 45.0, 55.0, 63.0, 70.0, 76.0, 82.0, 87.0, 92.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-422,IND6.USACE_Galveston.contents.plumbing_co.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.0, 25.0, 35.0, 44.0, 53.0, 61.0, 69.0, 77.0, 85.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-423,IND6.USACE_Galveston.contents.sandblasting_co.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 45.0, 68.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-424,IND6.USACE_Galveston.contents.water_well_service.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-425,IND6.USACE_New-Orleans.contents.carpeting_service.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 53.0, 70.0, 80.0, 96.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-426,IND6.USACE_New-Orleans.contents.carpeting_service.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.0, 31.0, 40.0, 45.0, 49.0, 54.0, 58.0, 63.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-427,IND6.USACE_New-Orleans.contents.heating_&_air_conditioning_service.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 53.0, 70.0, 80.0, 96.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-428,IND6.USACE_New-Orleans.contents.heating_&_air_conditioning_service.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.0, 31.0, 40.0, 45.0, 49.0, 54.0, 58.0, 63.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-429,IND6.USACE_New-Orleans.contents.plumbing_services.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 53.0, 70.0, 80.0, 96.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-430,IND6.USACE_New-Orleans.contents.plumbing_services.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.0, 31.0, 40.0, 45.0, 49.0, 54.0, 58.0, 63.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-431,AGR1.USACE_Galveston.contents.average_agriculture.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.0, 20.0, 43.0, 58.0, 65.0, 66.0, 66.0, 67.0, 70.0, 75.0, 76.0, 76.0, 76.0, 77.0, 77.0, 77.0, 78.0, 78.0, 78.0, 79.0, 79.0, 79.0, 79.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-432,AGR1.USACE_Galveston.contents.dairy_processing.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 50.0, 50.0, 50.0, 50.0, 60.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-433,AGR1.USACE_Galveston.contents.dairy_processing.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-434,AGR1.USACE_Galveston.contents.horse_stalls.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 6.0, 8.0, 11.0, 13.0, 15.0, 17.0, 19.0, 21.0, 22.0, 24.0, 25.0, 27.0, 28.0, 29.0, 31.0, 32.0, 33.0, 34.0, 34.0, 36.0, 37.0, 38.0, 39.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-435,AGR1.USACE_Galveston.contents.veterinary_clinic.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-436,AGR1.USACE_New-Orleans.contents.veterinary_office.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-437,AGR1.USACE_New-Orleans.contents.veterinary_office.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-438,REL1.USACE_Galveston.contents.church-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 52.0, 72.0, 85.0, 92.0, 95.0, 98.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-439,REL1.USACE_Galveston.contents.church.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-440,REL1.USACE_Galveston.contents.church.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 28.0, 54.0, 70.0, 84.0, 90.0, 95.0, 97.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-441,REL1.USACE_New-Orleans.contents.civic_association.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-442,REL1.USACE_New-Orleans.contents.civic_association.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 18.0, 50.0, 50.0, 52.0, 58.0, 58.0, 58.0, 58.0, 58.0, 59.0, 69.0, 70.0, 70.0, 79.0, 88.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-443,GOV1.USACE_Galveston.contents.average_govt_services.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 59.0, 74.0, 83.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-444,GOV1.USACE_Galveston.contents.city_hall.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 75.0, 85.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-445,GOV1.USACE_Galveston.contents.post_office.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 43.0, 63.0, 70.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-446,GOV1.USACE_New-Orleans.contents.government_facility.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-447,GOV1.USACE_New-Orleans.contents.government_facility.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 18.0, 50.0, 50.0, 52.0, 58.0, 58.0, 58.0, 58.0, 58.0, 59.0, 69.0, 70.0, 70.0, 79.0, 88.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-448,GOV2.USACE_Galveston.contents.average_emergency_response.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 20.0, 38.0, 55.0, 70.0, 81.0, 89.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-449,GOV2.USACE_Galveston.contents.fire_station.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 25.0, 50.0, 75.0, 91.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-450,GOV2.USACE_Galveston.contents.police_station.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 15.0, 25.0, 35.0, 48.0, 62.0, 78.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-451,EDU1.USACE_Galveston.contents.average_school.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.0, 38.0, 53.0, 64.0, 68.0, 70.0, 72.0, 75.0, 79.0, 83.0, 88.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-452,EDU1.USACE_Galveston.contents.commercial_school.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 18.0, 26.0, 30.0, 33.0, 35.0, 39.0, 44.0, 50.0, 58.0, 66.0, 76.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-453,EDU1.USACE_Galveston.contents.library.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 50.0, 75.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-454,EDU1.USACE_New-Orleans.contents.elementary_school.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-455,EDU1.USACE_New-Orleans.contents.elementary_school.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 18.0, 50.0, 50.0, 52.0, 58.0, 58.0, 58.0, 58.0, 58.0, 59.0, 69.0, 70.0, 70.0, 79.0, 88.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-456,EDU2.USACE_Galveston.contents.average_college/university.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.0, 38.0, 53.0, 64.0, 68.0, 70.0, 72.0, 75.0, 79.0, 83.0, 88.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-457,EDU2.USACE_New-Orleans.contents.college.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-458,EDU2.USACE_New-Orleans.contents.college.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 18.0, 50.0, 50.0, 52.0, 58.0, 58.0, 58.0, 58.0, 58.0, 59.0, 69.0, 70.0, 70.0, 79.0, 88.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-459,RES1.BCAR_Jan-201.contents.all_floors.slab_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 45.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-460,RES3A.BCAR_Jan-201.contents.1to2_stories.slab_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 45.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-461,RES3B.BCAR_Jan-201.contents.1to2_stories.slab_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 45.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-462,RES1.BCAR_Jan-201.contents.all_floors.wall_2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-463,RES3A.BCAR_Jan-201.contents.1to2_stories.wall_2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-464,RES3B.BCAR_Jan-201.contents.1to2_stories.wall_2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-465,RES1.BCAR_Jan-201.contents.all_floors.wall_3ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 10.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-466,RES3A.BCAR_Jan-201.contents.1to2_stories.wall_3ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 10.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-467,RES3B.BCAR_Jan-201.contents.1to2_stories.wall_3ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 10.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-468,RES2.BCAR_Jan-201.contents.manufactured_home_mobile.structure.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-469,RES1.BCAR_Jan-201.contents.all_floors.elevated_open+2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 45.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-470,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_open+2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 45.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-471,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_open+2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 45.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-472,RES1.BCAR_Jan-201.contents.all_floors.elevated_open+4ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 35.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-473,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_open+4ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 35.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-474,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_open+4ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 35.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-475,RES1.BCAR_Jan-201.contents.all_floors.elevated_open+6ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 30.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-476,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_open+6ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 30.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-477,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_open+6ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 30.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-478,RES1.BCAR_Jan-201.contents.all_floors.elevated_open+8ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-479,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_open+8ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-480,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_open+8ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-481,RES1.BCAR_Jan-201.contents.all_floors.elevated_open+10ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-482,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_open+10ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-483,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_open+10ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-484,RES1.BCAR_Jan-201.contents.all_floors.elevated_open+12ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"65.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-485,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_open+12ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"65.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-486,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_open+12ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"65.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-487,RES1.BCAR_Jan-201.contents.all_floors.elevated_obstr+2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 2.0, 3.0, 48.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-488,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 2.0, 3.0, 48.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-489,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 2.0, 3.0, 48.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-490,RES1.BCAR_Jan-201.contents.all_floors.elevated_obstr+4ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"2.0, 3.0, 3.0, 38.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-491,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+4ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"2.0, 3.0, 3.0, 38.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-492,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+4ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"2.0, 3.0, 3.0, 38.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-493,RES1.BCAR_Jan-201.contents.all_floors.elevated_obstr+6ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"3.0, 3.0, 33.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-494,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+6ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"3.0, 3.0, 33.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-495,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+6ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"3.0, 3.0, 33.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-496,RES1.BCAR_Jan-201.contents.all_floors.elevated_obstr+8ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"3.0, 28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-497,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+8ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"3.0, 28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-498,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+8ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"3.0, 28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-499,RES1.BCAR_Jan-201.contents.all_floors.elevated_obstr+10ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-500,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+10ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-501,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+10ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-502,RES1.BCAR_Jan-201.contents.all_floors.elevated_obstr+12ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"68.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-503,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+12ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"68.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-504,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+12ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"68.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-505,RES3.USACE_Chicago.contents.apartment_unit_grade-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 12.0, 24.0, 33.0, 35.0, 37.0, 41.0, 45.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-506,RES1.BCAR_Jan-201.contents.one_story.with_basement.b14-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 11.0, 13.0, 16.0, 19.0, 22.0, 25.0, 27.0, 30.0, 32.0, 35.0, 36.0, 38.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-507,AGR1.USACE-Sacramento.contents.usace_sacramento_farms.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 30.0, 76.0, 76.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-508,AGR1.USACE-Sacramento.contents.usace_sacramento_farms.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 56.0, 56.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-509,AGR1.USACE-Sacramento.contents.usace_sacramento_farms.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.0, 27.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-510,COM.USACE-NACCS.contents.naccs_2_commercial_engineeered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.5, 24.0, 33.25, 40.0, 42.75, 45.5, 52.75, 60.0, 61.66667, 63.33333, 65.0, 66.66667, 68.33333, 70.0, 71.66667, 73.33333, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-511,COM.USACE-NACCS.contents.naccs_2_commercial_engineeered_waves-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 15.0, 26.25, 38.5, 52.375, 66.25, 73.125, 80.0, 82.0, 84.0, 86.0, 88.0, 90.0, 92.0, 94.0, 96.0, 97.5, 97.5, 97.5, 97.5, 97.5, 97.5, 97.5, 97.5, 97.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-512,COM.USACE-NACCS.contents.naccs_3_commercial_non/pre_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 1.0, 21.0, 29.75, 44.5, 49.75, 55.0, 59.75, 64.5, 67.5, 70.5, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.5, 90.5, 90.5, 90.5, 90.5, 90.5, 90.5, 90.5, 90.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-513,COM.USACE-NACCS.contents.naccs_3_commercial_non/pre_engineered_waves-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.5, 21.0, 33.75, 52.5, 67.5, 82.5, 91.25, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-514,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_furniture_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 46.85714, 61.85714, 68.14286, 79.14286, 85.71429, 90.71429, 97.14286, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-515,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_electronics_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 34.14286, 44.28571, 67.0, 77.71429, 86.71429, 95.42857, 97.42857, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-516,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_clothing_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 46.28571, 55.42857, 70.0, 79.0, 89.0, 95.71429, 97.85714, 97.85714, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-517,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_service_station_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.35714, 16.42857, 28.92857, 40.85714, 57.71429, 63.28571, 70.71429, 79.28571, 84.28571, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-518,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_convenience_store_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.14286, 39.85714, 52.85714, 70.71429, 79.28571, 88.0, 94.14286, 95.71429, 97.14286, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-519,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_grocery_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 30.71429, 40.92857, 52.85714, 64.0, 75.42857, 87.28571, 98.85714, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-520,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_furniture_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 46.85714, 61.85714, 68.14286, 79.14286, 85.71429, 90.71429, 97.14286, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-521,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_electronics_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 34.14286, 44.28571, 67.0, 77.71429, 86.71429, 95.42857, 97.42857, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-522,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_clothing_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 46.28571, 55.42857, 70.0, 79.0, 89.0, 95.71429, 97.85714, 97.85714, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-523,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_service_station_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.35714, 16.42857, 28.92857, 40.85714, 57.71429, 63.28571, 70.71429, 79.28571, 84.28571, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-524,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_convenience_store_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.14286, 39.85714, 52.85714, 70.71429, 79.28571, 88.0, 94.14286, 95.71429, 97.14286, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-525,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_grocery_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 30.71429, 40.92857, 52.85714, 64.0, 75.42857, 87.28571, 98.85714, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-526,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_furniture_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 46.85714, 61.85714, 68.14286, 79.14286, 85.71429, 90.71429, 97.14286, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-527,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_electronics_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 34.14286, 44.28571, 67.0, 77.71429, 86.71429, 95.42857, 97.42857, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-528,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_clothing_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 46.28571, 55.42857, 70.0, 79.0, 89.0, 95.71429, 97.85714, 97.85714, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-529,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_service_station_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.35714, 16.42857, 28.92857, 40.85714, 57.71429, 63.28571, 70.71429, 79.28571, 84.28571, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-530,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_convenience_store_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.14286, 39.85714, 52.85714, 70.71429, 79.28571, 88.0, 94.14286, 95.71429, 97.14286, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-531,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_grocery_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 30.71429, 40.92857, 52.85714, 64.0, 75.42857, 87.28571, 98.85714, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-532,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_furniture_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 46.85714, 61.85714, 68.14286, 79.14286, 85.71429, 90.71429, 97.14286, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-533,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_electronics_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 34.14286, 44.28571, 67.0, 77.71429, 86.71429, 95.42857, 97.42857, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-534,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_clothing_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 46.28571, 55.42857, 70.0, 79.0, 89.0, 95.71429, 97.85714, 97.85714, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-535,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_service_station_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.35714, 16.42857, 28.92857, 40.85714, 57.71429, 63.28571, 70.71429, 79.28571, 84.28571, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-536,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_convenience_store_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.14286, 39.85714, 52.85714, 70.71429, 79.28571, 88.0, 94.14286, 95.71429, 97.14286, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-537,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_grocery_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 30.71429, 40.92857, 52.85714, 64.0, 75.42857, 87.28571, 98.85714, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-538,COM1.FEMA-BCA-Toolkit.contents.convenience_store.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.14286, 39.85714, 52.85714, 70.71429, 79.28571, 88.0, 94.14286, 95.71429, 97.14286, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-539,COM1.FEMA-BCA-Toolkit.contents.convenience_store.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.14286, 39.85714, 52.85714, 70.71429, 79.28571, 88.0, 94.14286, 95.71429, 97.14286, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-540,COM1.FEMA-BCA-Toolkit.contents.grocery.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.71429, 40.92857, 52.85714, 64.0, 75.42857, 87.28571, 98.85714, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-541,COM1.FEMA-BCA-Toolkit.contents.grocery.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.71429, 40.92857, 52.85714, 64.0, 75.42857, 87.28571, 98.85714, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-542,COM1.FEMA-BCA-Toolkit.contents.retail_clothing.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 46.28571, 55.42857, 70.0, 79.0, 89.0, 95.71429, 97.85714, 97.85714, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-543,COM1.FEMA-BCA-Toolkit.contents.retail_clothing.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 46.28571, 55.42857, 70.0, 79.0, 89.0, 95.71429, 97.85714, 97.85714, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-544,COM1.FEMA-BCA-Toolkit.contents.retail_electronics.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 34.14286, 44.28571, 67.0, 77.71429, 86.71429, 95.42857, 97.42857, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-545,COM1.FEMA-BCA-Toolkit.contents.retail_electronics.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 34.14286, 44.28571, 67.0, 77.71429, 86.71429, 95.42857, 97.42857, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-546,COM1.FEMA-BCA-Toolkit.contents.retail_furniture.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 46.85714, 61.85714, 68.14286, 79.14286, 85.71429, 90.71429, 97.14286, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-547,COM1.FEMA-BCA-Toolkit.contents.retail_furniture.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 46.85714, 61.85714, 68.14286, 79.14286, 85.71429, 90.71429, 97.14286, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-548,COM1.FEMA-BCA-Toolkit.contents.service_station.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.35714, 16.42857, 28.92857, 40.85714, 57.71429, 63.28571, 70.71429, 79.28571, 84.28571, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-549,COM1.FEMA-BCA-Toolkit.contents.service_station.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.35714, 16.42857, 28.92857, 40.85714, 57.71429, 63.28571, 70.71429, 79.28571, 84.28571, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-550,COM1.USACE-New-Orleans.contents.usace_new_orleans_department_store.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.3, 48.2, 54.1, 54.3, 54.8, 54.8, 54.8, 54.8, 54.8, 98.9, 99.9, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-551,COM1.USACE-New-Orleans.contents.usace_new_orleans_department_store.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.5, 99.8, 99.9, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-552,COM1.USACE-New-Orleans.contents.usace_new_orleans_large_grocery.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 73.6, 81.4, 84.8, 87.6, 96.3, 96.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-553,COM1.USACE-New-Orleans.contents.usace_new_orleans_large_grocery.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 97.5, 99.1, 99.4, 99.7, 99.7, 99.7, 99.7, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-554,COM1.USACE-Sacramento.contents.usace_sacramento_food_stores.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 29.0, 96.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-555,COM1.USACE-Sacramento.contents.usace_sacramento_furniture_retail.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 80.0, 96.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-556,COM1.USACE-Sacramento.contents.usace_sacramento_grocery_store.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 32.0, 32.0, 89.0, 89.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-557,COM1.USACE-Sacramento.contents.usace_sacramento_retail.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 80.0, 96.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-558,COM1.USACE-Sacramento.contents.usace_sacramento_shopping_centers.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 33.0, 72.0, 72.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-559,COM1.USACE-Sacramento.contents.usace_sacramento_food_stores.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 25.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-560,COM1.USACE-Sacramento.contents.usace_sacramento_furniture_retail.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 42.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-561,COM1.USACE-Sacramento.contents.usace_sacramento_grocery_store.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.0, 27.0, 49.0, 49.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-562,COM1.USACE-Sacramento.contents.usace_sacramento_retail.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.0, 19.0, 36.0, 36.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-563,COM1.USACE-Sacramento.contents.usace_sacramento_shopping_centers.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 28.0, 40.0, 40.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-564,COM1.USACE-Sacramento.contents.usace_sacramento_food_stores.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 78.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-565,COM1.USACE-Sacramento.contents.usace_sacramento_furniture_retail.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-566,COM1.USACE-Sacramento.contents.usace_sacramento_grocery_store.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 87.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-567,COM1.USACE-Sacramento.contents.usace_sacramento_retail.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-568,COM1.USACE-Sacramento.contents.usace_sacramento_shopping_centers.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 96.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-569,COM1.USACE-Sacramento.contents.usace_sacramento_food_stores.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 38.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-570,COM1.USACE-Sacramento.contents.usace_sacramento_furniture_retail.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 47.0, 47.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-571,COM1.USACE-Sacramento.contents.usace_sacramento_grocery_store.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 42.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-572,COM1.USACE-Sacramento.contents.usace_sacramento_retail.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 38.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-573,COM1.USACE-Sacramento.contents.usace_sacramento_shopping_centers.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 46.0, 46.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-574,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.refrig_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.71429, 48.0, 59.14286, 65.71429, 74.28571, 79.71429, 84.0, 89.85714, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-575,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.non_refrig_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.71429, 33.71429, 47.42857, 56.85714, 65.57143, 73.57143, 81.28571, 88.42857, 91.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-576,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.refrig_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.71429, 48.0, 59.14286, 65.71429, 74.28571, 79.71429, 84.0, 89.85714, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-577,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.non_refrig_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.71429, 33.71429, 47.42857, 56.85714, 65.57143, 73.57143, 81.28571, 88.42857, 91.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-578,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.refrig_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.71429, 48.0, 59.14286, 65.71429, 74.28571, 79.71429, 84.0, 89.85714, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-579,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.non_refrig_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.71429, 33.71429, 47.42857, 56.85714, 65.57143, 73.57143, 81.28571, 88.42857, 91.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-580,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.refrig_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.71429, 48.0, 59.14286, 65.71429, 74.28571, 79.71429, 84.0, 89.85714, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-581,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.non_refrig_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.71429, 33.71429, 47.42857, 56.85714, 65.57143, 73.57143, 81.28571, 88.42857, 91.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-582,COM2.USACE-New-Orleans.contents.usace_new_orleans_warehouse.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.2, 30.7, 39.7, 44.5, 48.8, 54.1, 58.3, 62.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-583,COM2.USACE-New-Orleans.contents.usace_new_orleans_warehouse.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 53.0, 69.9, 79.9, 96.3, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-584,COM2.FEMA-BCA-Toolkit.contents.warehouse.non_refrig_default.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.71429, 33.71429, 47.42857, 56.85714, 65.57143, 73.57143, 81.28571, 88.42857, 91.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-585,COM2.FEMA-BCA-Toolkit.contents.warehouse.non_refrig_default.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.71429, 33.71429, 47.42857, 56.85714, 65.57143, 73.57143, 81.28571, 88.42857, 91.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-586,COM2.FEMA-BCA-Toolkit.contents.warehouse.refrig_default.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.71429, 48.0, 59.14286, 65.71429, 74.28571, 79.71429, 84.0, 89.85714, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-587,COM2.FEMA-BCA-Toolkit.contents.warehouse.refrig_default.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.71429, 48.0, 59.14286, 65.71429, 74.28571, 79.71429, 84.0, 89.85714, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-588,COM2.USACE-Sacramento.contents.usace_sacramento_warehouse.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 23.0, 69.0, 69.0, 96.0, 96.0, 96.0, 96.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-589,COM2.USACE-Sacramento.contents.usace_sacramento_warehouse.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 20.0, 38.0, 38.0, 48.0, 48.0, 48.0, 48.0, 48.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-590,COM2.USACE-Sacramento.contents.usace_sacramento_warehouse.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 84.0, 84.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-591,COM2.USACE-Sacramento.contents.usace_sacramento_warehouse.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 40.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-592,COM3.FEMA-BCA-Toolkit.contents.protective_services.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.28571, 24.71429, 36.71429, 46.57143, 55.28571, 62.85714, 74.42857, 82.71429, 84.42857, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-593,COM3.FEMA-BCA-Toolkit.contents.protective_services.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.28571, 24.71429, 36.71429, 46.57143, 55.28571, 62.85714, 74.42857, 82.71429, 84.42857, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-594,COM3.USACE-Sacramento.contents.usace_sacramento_service_auto.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 9.0, 10.0, 23.0, 23.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-595,COM3.USACE-Sacramento.contents.usace_sacramento_service_auto.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 8.0, 8.0, 19.0, 19.0, 37.0, 37.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-596,COM3.USACE-Sacramento.contents.usace_sacramento_service_auto.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 10.0, 10.0, 74.0, 74.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-597,COM3.USACE-Sacramento.contents.usace_sacramento_service_auto.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 5.0, 5.0, 35.0, 35.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-598,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_protective_services_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.28571, 24.71429, 36.71429, 46.57143, 55.28571, 62.85714, 74.42857, 82.71429, 84.42857, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-599,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_office_one_story_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.71429, 0.71429, 1.0, 20.0, 34.28571, 45.42857, 55.0, 63.85714, 73.28571, 76.42857, 83.42857, 89.28571, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-600,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_protective_services_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.28571, 24.71429, 36.71429, 46.57143, 55.28571, 62.85714, 74.42857, 82.71429, 84.42857, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-601,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_office_one_story_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.71429, 0.71429, 1.0, 20.0, 34.28571, 45.42857, 55.0, 63.85714, 73.28571, 76.42857, 83.42857, 89.28571, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-602,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_protective_services_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.28571, 24.71429, 36.71429, 46.57143, 55.28571, 62.85714, 74.42857, 82.71429, 84.42857, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-603,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_office_one_story_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.71429, 0.71429, 1.0, 20.0, 34.28571, 45.42857, 55.0, 63.85714, 73.28571, 76.42857, 83.42857, 89.28571, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-604,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_protective_services_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.28571, 24.71429, 36.71429, 46.57143, 55.28571, 62.85714, 74.42857, 82.71429, 84.42857, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-605,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_office_one_story_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.71429, 0.71429, 1.0, 20.0, 34.28571, 45.42857, 55.0, 63.85714, 73.28571, 76.42857, 83.42857, 89.28571, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-606,COM4.FEMA-BCA-Toolkit.contents.office_one_story.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.71429, 0.71429, 1.0, 20.0, 34.28571, 45.42857, 55.0, 63.85714, 73.28571, 76.42857, 83.42857, 89.28571, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-607,COM4.FEMA-BCA-Toolkit.contents.office_one_story.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.71429, 0.71429, 1.0, 20.0, 34.28571, 45.42857, 55.0, 63.85714, 73.28571, 76.42857, 83.42857, 89.28571, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-608,COM4.USACE-New-Orleans.contents.usace_new_orleans_utility_company.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.1, 17.5, 49.8, 50.1, 51.8, 57.6, 57.6, 57.6, 57.6, 57.8, 59.4, 69.2, 69.6, 69.7, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-609,COM4.USACE-New-Orleans.contents.usace_new_orleans_utility_company.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-610,COM4.USACE-Sacramento.contents.usace_sacramento_office.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 35.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-611,COM4.USACE-Sacramento.contents.usace_sacramento_office.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 29.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-612,COM4.USACE-Sacramento.contents.usace_sacramento_office.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 97.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-613,COM4.USACE-Sacramento.contents.usace_sacramento_office.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 46.0, 46.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-614,COM6.FEMA-BCA-Toolkit.contents.bca_toolkit_hospital_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.625, 27.0, 37.0, 53.375, 70.0, 79.125, 85.625, 92.5, 95.625, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-615,COM6.FEMA-BCA-Toolkit.contents.bca_toolkit_hospital_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.625, 27.0, 37.0, 53.375, 70.0, 79.125, 85.625, 92.5, 95.625, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-616,COM6.FEMA-BCA-Toolkit.contents.bca_toolkit_hospital_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.625, 27.0, 37.0, 53.375, 70.0, 79.125, 85.625, 92.5, 95.625, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-617,COM6.FEMA-BCA-Toolkit.contents.bca_toolkit_hospital_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.625, 27.0, 37.0, 53.375, 70.0, 79.125, 85.625, 92.5, 95.625, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-618,COM6.FEMA-BCA-Toolkit.contents.hospital.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.625, 27.0, 37.0, 53.375, 70.0, 79.125, 85.625, 92.5, 95.625, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-619,COM6.FEMA-BCA-Toolkit.contents.hospital.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.625, 27.0, 37.0, 53.375, 70.0, 79.125, 85.625, 92.5, 95.625, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-620,COM6.USACE-New-Orleans.contents.usace_new_orleans_medical_office.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.8, 45.7, 94.1, 96.9, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-621,COM6.USACE-New-Orleans.contents.usace_new_orleans_medical_office.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.5, 98.5, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-622,COM6.USACE-Sacramento.contents.usace_sacramento_medical.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 33.0, 89.0, 89.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-623,COM6.USACE-Sacramento.contents.usace_sacramento_medical.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 28.0, 49.0, 49.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-624,COM6.USACE-Sacramento.contents.usace_sacramento_medical.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 75.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-625,COM6.USACE-Sacramento.contents.usace_sacramento_medical.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 36.0, 36.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-626,COM7.FEMA-BCA-Toolkit.contents.bca_toolkit_medical_office_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.25, 26.875, 40.375, 57.125, 67.25, 75.375, 82.25, 91.25, 96.25, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-627,COM7.FEMA-BCA-Toolkit.contents.bca_toolkit_medical_office_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.25, 26.875, 40.375, 57.125, 67.25, 75.375, 82.25, 91.25, 96.25, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-628,COM7.FEMA-BCA-Toolkit.contents.bca_toolkit_medical_office_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.25, 26.875, 40.375, 57.125, 67.25, 75.375, 82.25, 91.25, 96.25, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-629,COM7.FEMA-BCA-Toolkit.contents.bca_toolkit_medical_office_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.25, 26.875, 40.375, 57.125, 67.25, 75.375, 82.25, 91.25, 96.25, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-630,COM7.FEMA-BCA-Toolkit.contents.medical_office.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.25, 26.875, 40.375, 57.125, 67.25, 75.375, 82.25, 91.25, 96.25, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-631,COM7.FEMA-BCA-Toolkit.contents.medical_office.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.25, 26.875, 40.375, 57.125, 67.25, 75.375, 82.25, 91.25, 96.25, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-632,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_fast_food_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.28571, 38.57143, 52.71429, 62.57143, 73.0, 79.28571, 88.28571, 94.85714, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-633,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_non_fast_food_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 27.71429, 48.85714, 57.28571, 71.85714, 79.71429, 84.85714, 92.85714, 93.42857, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-634,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_recreation_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.71429, 43.71429, 62.71429, 72.85714, 80.0, 84.0, 91.14286, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-635,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_fast_food_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.28571, 38.57143, 52.71429, 62.57143, 73.0, 79.28571, 88.28571, 94.85714, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-636,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_non_fast_food_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 27.71429, 48.85714, 57.28571, 71.85714, 79.71429, 84.85714, 92.85714, 93.42857, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-637,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_recreation_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.71429, 43.71429, 62.71429, 72.85714, 80.0, 84.0, 91.14286, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-638,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_fast_food_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.28571, 38.57143, 52.71429, 62.57143, 73.0, 79.28571, 88.28571, 94.85714, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-639,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_non_fast_food_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 27.71429, 48.85714, 57.28571, 71.85714, 79.71429, 84.85714, 92.85714, 93.42857, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-640,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_recreation_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.71429, 43.71429, 62.71429, 72.85714, 80.0, 84.0, 91.14286, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-641,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_fast_food_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.28571, 38.57143, 52.71429, 62.57143, 73.0, 79.28571, 88.28571, 94.85714, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-642,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_non_fast_food_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 27.71429, 48.85714, 57.28571, 71.85714, 79.71429, 84.85714, 92.85714, 93.42857, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-643,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_recreation_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.71429, 43.71429, 62.71429, 72.85714, 80.0, 84.0, 91.14286, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-644,COM8.FEMA-BCA-Toolkit.contents.fast_food.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 21.28571, 38.57143, 52.71429, 62.57143, 73.0, 79.28571, 88.28571, 94.85714, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-645,COM8.FEMA-BCA-Toolkit.contents.fast_food.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 21.28571, 38.57143, 52.71429, 62.57143, 73.0, 79.28571, 88.28571, 94.85714, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-646,COM8.FEMA-BCA-Toolkit.contents.non_fast_food.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.71429, 48.85714, 57.28571, 71.85714, 79.71429, 84.85714, 92.85714, 93.42857, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-647,COM8.FEMA-BCA-Toolkit.contents.non_fast_food.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.71429, 48.85714, 57.28571, 71.85714, 79.71429, 84.85714, 92.85714, 93.42857, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-648,COM8.FEMA-BCA-Toolkit.contents.recreation.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.71429, 43.71429, 62.71429, 72.85714, 80.0, 84.0, 91.14286, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-649,COM8.FEMA-BCA-Toolkit.contents.recreation.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.71429, 43.71429, 62.71429, 72.85714, 80.0, 84.0, 91.14286, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-650,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 30.0, 96.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-651,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant_fast_food.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 23.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-652,COM8.USACE-Sacramento.contents.usace_sacramento_recreation.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 38.0, 95.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-653,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 25.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-654,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant_fast_food.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 20.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-655,COM8.USACE-Sacramento.contents.usace_sacramento_recreation.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 32.0, 32.0, 49.0, 49.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-656,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 91.0, 91.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-657,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant_fast_food.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-658,COM8.USACE-Sacramento.contents.usace_sacramento_recreation.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-659,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 44.0, 44.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-660,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant_fast_food.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 42.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-661,COM8.USACE-Sacramento.contents.usace_sacramento_recreation.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 47.0, 47.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-662,EDU1.FEMA-BCA-Toolkit.contents.bca_toolkit_schools_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-663,EDU1.FEMA-BCA-Toolkit.contents.bca_toolkit_schools_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-664,EDU1.FEMA-BCA-Toolkit.contents.bca_toolkit_schools_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-665,EDU1.FEMA-BCA-Toolkit.contents.bca_toolkit_schools_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-666,EDU1.FEMA-BCA-Toolkit.contents.schools.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-667,EDU1.FEMA-BCA-Toolkit.contents.schools.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-668,EDU1.USACE-New-Orleans.contents.usace_new_orleans_elementary_school.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.1, 17.5, 49.8, 50.1, 51.8, 57.6, 57.6, 57.6, 57.6, 57.8, 59.4, 69.2, 69.6, 69.7, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-669,EDU1.USACE-New-Orleans.contents.usace_new_orleans_elementary_school.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-670,EDU1.USACE-Sacramento.contents.usace_sacramento_schools.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 22.0, 22.0, 67.0, 67.0, 88.0, 88.0, 88.0, 88.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-671,EDU1.USACE-Sacramento.contents.usace_sacramento_schools.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 18.0, 18.0, 37.0, 37.0, 44.0, 44.0, 44.0, 44.0, 44.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-672,EDU1.USACE-Sacramento.contents.usace_sacramento_schools.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-673,EDU1.USACE-Sacramento.contents.usace_sacramento_schools.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 42.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-674,EDU2.USACE-New-Orleans.contents.usace_new_orleans_college.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.1, 17.5, 49.8, 50.1, 51.8, 57.6, 57.6, 57.6, 57.6, 57.8, 59.4, 69.2, 69.6, 69.7, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-675,EDU2.USACE-New-Orleans.contents.usace_new_orleans_college.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-676,GOV1.USACE-New-Orleans.contents.usace_new_orleans_government_facility.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.1, 17.5, 49.8, 50.1, 51.8, 57.6, 57.6, 57.6, 57.6, 57.8, 59.4, 69.2, 69.6, 69.7, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-677,GOV1.USACE-New-Orleans.contents.usace_new_orleans_government_facility.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-678,GOV1.USACE-Sacramento.contents.usace_sacramento_government.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 35.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-679,GOV1.USACE-Sacramento.contents.usace_sacramento_government.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 30.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-680,GOV1.USACE-Sacramento.contents.usace_sacramento_government.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 97.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-681,GOV1.USACE-Sacramento.contents.usace_sacramento_government.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 45.0, 45.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-682,IND1.USACE-Sacramento.contents.usace_sacramento_heavy.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 16.0, 16.0, 56.0, 56.0, 92.0, 92.0, 92.0, 92.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-683,IND1.USACE-Sacramento.contents.usace_sacramento_heavy.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.0, 14.0, 31.0, 31.0, 46.0, 46.0, 46.0, 46.0, 46.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-684,IND1.USACE-Sacramento.contents.usace_sacramento_heavy.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 33.0, 77.0, 77.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-685,IND1.USACE-Sacramento.contents.usace_sacramento_heavy.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 40.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-686,IND2.FEMA-BCA-Toolkit.contents.bca_toolkit_industrial_light_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 19.28571, 31.0, 42.28571, 52.28571, 60.71429, 72.0, 82.14286, 90.71429, 94.28571, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-687,IND2.FEMA-BCA-Toolkit.contents.bca_toolkit_industrial_light_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 19.28571, 31.0, 42.28571, 52.28571, 60.71429, 72.0, 82.14286, 90.71429, 94.28571, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-688,IND2.FEMA-BCA-Toolkit.contents.bca_toolkit_industrial_light_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 19.28571, 31.0, 42.28571, 52.28571, 60.71429, 72.0, 82.14286, 90.71429, 94.28571, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-689,IND2.FEMA-BCA-Toolkit.contents.bca_toolkit_industrial_light_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 19.28571, 31.0, 42.28571, 52.28571, 60.71429, 72.0, 82.14286, 90.71429, 94.28571, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-690,IND2.FEMA-BCA-Toolkit.contents.industrial_light.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.28571, 31.0, 42.28571, 52.28571, 60.71429, 72.0, 82.14286, 90.71429, 94.28571, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-691,IND2.FEMA-BCA-Toolkit.contents.industrial_light.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.28571, 31.0, 42.28571, 52.28571, 60.71429, 72.0, 82.14286, 90.71429, 94.28571, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-692,IND2.USACE-Sacramento.contents.usace_sacramento_light.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 35.0, 75.0, 75.0, 96.0, 96.0, 96.0, 96.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-693,IND2.USACE-Sacramento.contents.usace_sacramento_light.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 30.0, 41.0, 41.0, 48.0, 48.0, 48.0, 48.0, 48.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-694,IND2.USACE-Sacramento.contents.usace_sacramento_light.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-695,IND2.USACE-Sacramento.contents.usace_sacramento_light.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 42.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-696,REL1.FEMA-BCA-Toolkit.contents.bca_toolkit_religious_facilities_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.28571, 48.42857, 60.0, 69.28571, 76.42857, 81.42857, 88.42857, 94.28571, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-697,REL1.FEMA-BCA-Toolkit.contents.bca_toolkit_religious_facilities_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.28571, 48.42857, 60.0, 69.28571, 76.42857, 81.42857, 88.42857, 94.28571, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-698,REL1.FEMA-BCA-Toolkit.contents.bca_toolkit_religious_facilities_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.28571, 48.42857, 60.0, 69.28571, 76.42857, 81.42857, 88.42857, 94.28571, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-699,REL1.FEMA-BCA-Toolkit.contents.bca_toolkit_religious_facilities_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.28571, 48.42857, 60.0, 69.28571, 76.42857, 81.42857, 88.42857, 94.28571, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-700,REL1.FEMA-BCA-Toolkit.contents.religious_facilities.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.28571, 48.42857, 60.0, 69.28571, 76.42857, 81.42857, 88.42857, 94.28571, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-701,REL1.FEMA-BCA-Toolkit.contents.religious_facilities.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.28571, 48.42857, 60.0, 69.28571, 76.42857, 81.42857, 88.42857, 94.28571, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-702,REL1.USACE-Sacramento.contents.usace_sacramento_churches.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 33.0, 85.0, 85.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-703,REL1.USACE-Sacramento.contents.usace_sacramento_churches.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 28.0, 47.0, 47.0, 49.0, 49.0, 49.0, 49.0, 49.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-704,REL1.USACE-Sacramento.contents.usace_sacramento_churches.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 73.0, 73.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-705,REL1.USACE-Sacramento.contents.usace_sacramento_churches.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 35.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-706,RES1.USACE-NACCS.contents.naccs_5a_single_story_residence_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 60.0, 80.0, 85.0, 90.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-707,RES1.USACE-NACCS.contents.naccs_5a_single_story_residence_no_basement_wave_crawlspace-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-708,RES1.USACE-NACCS.contents.naccs_5b_two_story_residence_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 5.0, 25.0, 35.0, 45.0, 50.0, 55.0, 62.5, 70.0, 73.33333, 76.66667, 80.0, 83.33333, 86.66667, 90.0, 93.33333, 96.66667, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-709,RES1.USACE-NACCS.contents.naccs_5b_two_story_residence_no_basement_wave_crawlspace-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 5.0, 20.0, 35.0, 45.0, 94.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-710,RES1.USACE-NACCS.contents.naccs_6a_single_story_residence_with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 10.0, 15.0, 15.0, 45.0, 64.0, 80.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-711,RES1.USACE-NACCS.contents.naccs_6b_two_story_residence_with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 10.0, 15.0, 20.0, 35.0, 40.0, 50.0, 55.0, 60.0, 65.0, 70.0, 76.66667, 83.33333, 90.0, 96.66667, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-712,RES1.USACE-NACCS.contents.naccs_7a_building_on_open_pile_foundation-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 1.0, 1.0, 10.0, 40.0, 50.0, 80.0, 89.0, 98.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-713,RES1.USACE-NACCS.contents.naccs_7a_building_on_open_pile_foundation_waves-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 12.5, 20.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-714,RES1.USACE-NACCS.contents.naccs_7b_building_on_pile_foundation_with_enclosure-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 9.0, 11.0, 20.0, 40.0, 75.0, 85.0, 92.5, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-715,RES1.USACE-NACCS.contents.naccs_7b_building_on_pile_foundation_with_enclosure_waves-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 25.0, 40.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-716,RES1.USACE-Generic.contents.single_family_residential.1_story_with_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 10.5, 13.2, 16.0, 18.9, 21.8, 24.7, 27.4, 30.0, 32.4, 34.5, 36.3, 37.7, 38.6, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-717,RES1.USACE-Generic.contents.single_family_residential.2_or_more_stories_with_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 8.4, 10.1, 11.9, 13.8, 15.7, 17.7, 19.8, 22.0, 24.3, 26.7, 29.1, 31.7, 34.4, 37.2, 40.0, 43.0, 46.1, 49.3, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-718,RES1.USACE-Generic.contents.single_family_residential.split_level_with_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 7.3, 9.4, 11.6, 13.8, 16.1, 18.2, 20.2, 22.1, 23.6, 24.9, 25.8, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-719,RES1.USACE-Generic.contents.single_family_residential.1_story_with_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 2.4, 8.1, 13.3, 17.9, 22.0, 25.7, 28.8, 31.5, 33.8, 35.7, 37.2, 38.4, 39.2, 39.7, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-720,RES1.USACE-Generic.contents.single_family_residential.2_or_more_stories_with_no_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 1.0, 5.0, 8.7, 12.2, 15.5, 18.5, 21.3, 23.9, 26.3, 28.4, 30.3, 32.0, 33.4, 34.7, 35.6, 36.4, 36.9, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-721,RES1.USACE-Generic.contents.single_family_residential.split_level_with_no_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 2.2, 2.9, 4.7, 7.5, 11.1, 15.3, 20.1, 25.2, 30.5, 35.7, 40.9, 45.8, 50.2, 54.1, 57.2, 59.4, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-722,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_slab_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 45.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-723,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_wall_2_feet_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-724,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_wall_3_feet_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-725,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_open_+2_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 45.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-726,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_open_+4_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-727,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_open_+6_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-728,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_open_+8_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-729,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_open_+10_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-730,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_open_+12_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 10.0, 65.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-731,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_obstr_+2_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 2.0, 3.0, 48.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-732,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_obstr_+4_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 3.0, 3.0, 38.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-733,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_obstr_+6_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 2.0, 3.0, 3.0, 3.0, 33.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-734,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_obstr_+8_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 3.0, 3.0, 3.0, 28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-735,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_obstr_+10_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 3.0, 3.0, 28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-736,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_obstr_+12_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 3.0, 13.0, 68.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-737,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_1_story_without_basement_outside_caz_usace_generic_riverine-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 2.4, 8.1, 13.3, 17.9, 22.0, 25.7, 28.8, 31.5, 33.8, 35.7, 37.2, 38.4, 39.2, 39.7, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-738,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_2_story_without_basement_outside_caz_usace_generic_riverine-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 1.0, 5.0, 8.7, 12.2, 15.5, 18.5, 21.3, 23.9, 26.3, 28.4, 30.3, 32.0, 33.4, 34.7, 35.6, 36.4, 36.9, 37.2, 37.2, 37.2, 37.2, 37.2|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-739,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_split_level_without_basement_outside_caz_usace_generic_riverine-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 2.2, 2.9, 4.7, 7.5, 11.1, 15.3, 20.1, 25.2, 30.5, 35.7, 40.9, 45.8, 50.2, 54.1, 57.2, 59.4, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-740,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_1_story_with_basement_outside_caz_usace_generic_riverine-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.5, 13.2, 16.0, 18.9, 21.8, 24.7, 27.4, 30.0, 32.4, 34.5, 36.3, 37.7, 38.6, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-741,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_2_story_with_basement_outside_caz_usace_generic_riverine-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 8.4, 10.1, 11.9, 13.8, 15.7, 17.7, 19.8, 22.0, 24.3, 26.7, 29.1, 31.7, 34.4, 37.2, 40.0, 43.0, 46.1, 49.3, 52.6, 52.6, 52.6, 52.6, 52.6|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-742,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_split_level_with_basement_outside_caz_usace_generic_riverine-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 7.3, 9.4, 11.6, 13.8, 16.1, 18.2, 20.2, 22.1, 23.6, 24.9, 25.8, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-743,RES1.FEMA-FIMA.contents.fema_fia_split_level_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 4.5, 13.5, 19.5, 37.5, 40.5, 42.0, 49.5, 51.0, 61.5, 64.5, 67.5, 69.0, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-744,RES1.FEMA-FIMA.contents.fema_fia_two_or_more_stories_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 12.0, 16.5, 22.5, 30.0, 34.5, 42.0, 49.5, 57.0, 66.0, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-745,RES1.FEMA-FIMA.contents.fema_fia_split_level_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 4.5, 7.5, 9.0, 24.0, 28.5, 33.0, 40.5, 48.0, 52.5, 54.0, 66.0, 72.0, 75.0, 78.0, 81.0, 84.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-746,RES1.FEMA-FIMA.contents.fema_fia_one_story_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 12.0, 16.5, 22.5, 30.0, 34.5, 42.0, 49.5, 57.0, 66.0, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-747,RES1.FEMA-FIMA.contents.fema_fia_coastal_building_zone_v-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 15.0, 23.0, 35.0, 50.0, 58.0, 63.0, 66.5, 69.5, 72.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-748,RES1.FEMA-FIMA.contents.fema_fia_two_or_more_stories_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 7.5, 13.5, 19.5, 27.0, 30.0, 33.0, 36.0, 39.0, 43.5, 49.5, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-749,RES1.FEMA-FIMA.contents.fema_fia_one_story_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 13.5, 21.0, 33.0, 40.5, 43.5, 45.0, 60.0, 64.5, 66.0, 67.5, 69.0, 70.5, 72.0, 73.5, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-750,RES1.FEMA-FIMA.contents.fema_fia_coastal_building_zone_v-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 24.0, 29.0, 37.0, 54.0, 60.5, 64.5, 68.0, 70.0, 72.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-751,RES1.FEMA-FIMA.contents.fema_fia.split_level.with_basement_split_level-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 4.5, 7.5, 9.0, 24.0, 28.5, 33.0, 40.5, 48.0, 52.5, 54.0, 66.0, 72.0, 75.0, 78.0, 81.0, 84.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-752,RES1.FEMA-FIMA.contents.fema_fia_default_one_story_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 12.0, 16.5, 22.5, 30.0, 34.5, 42.0, 49.5, 57.0, 66.0, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-753,RES1.FEMA-FIMA.contents.fema_fia.1_story.no_basement_one_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 13.5, 21.0, 33.0, 40.5, 43.5, 45.0, 60.0, 64.5, 66.0, 67.5, 69.0, 70.5, 72.0, 73.5, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-754,RES1.FEMA-FIMA.contents.fema_fia.2_story.no_basement_two_or_more_stories-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 7.5, 13.5, 19.5, 27.0, 30.0, 33.0, 36.0, 39.0, 43.5, 49.5, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-755,RES1.FEMA-FIMA.contents.fema_fia_default_one_story_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 13.5, 21.0, 33.0, 40.5, 43.5, 45.0, 60.0, 64.5, 66.0, 67.5, 69.0, 70.5, 72.0, 73.5, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-756,RES1.FEMA-FIMA.contents.fema_fia_default_coastal_building_zone_v-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 24.0, 29.0, 37.0, 54.0, 60.5, 64.5, 68.0, 70.0, 72.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-757,RES1.FEMA-FIMA.contents.fema_fia_default_two_or_more_stories_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 7.5, 13.5, 19.5, 27.0, 30.0, 33.0, 36.0, 39.0, 43.5, 49.5, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-758,RES1.FEMA-FIMA.contents.fema_fia.1_story.with_basement_one_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 12.0, 16.5, 22.5, 30.0, 34.5, 42.0, 49.5, 57.0, 66.0, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-759,RES1.FEMA-FIMA.contents.fema_fia_default_split_level_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 4.5, 13.5, 19.5, 37.5, 40.5, 42.0, 49.5, 51.0, 61.5, 64.5, 67.5, 69.0, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-760,RES1.FEMA-FIMA.contents.fema_fia_default_two_or_more_stories_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 12.0, 16.5, 22.5, 30.0, 34.5, 42.0, 49.5, 57.0, 66.0, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-761,RES1.FEMA-FIMA.contents.fema_fia_default_coastal_building_zone_v-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 15.0, 23.0, 35.0, 50.0, 58.0, 63.0, 66.5, 69.5, 72.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-762,RES1.FEMA-BCA-Toolkit.contents.1_story_single_family_home.basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 6.0, 12.0, 16.5, 22.5, 30.0, 34.5, 42.0, 49.5, 57.0, 66.0, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-763,RES1.FEMA-BCA-Toolkit.contents.1_story_single_family_home.no_basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 13.5, 21.0, 33.0, 40.5, 43.5, 45.0, 60.0, 64.5, 66.0, 67.5, 69.0, 70.5, 72.0, 73.5, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-764,RES1.FEMA-BCA-Toolkit.contents.split_level_single_family_home.basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 4.5, 7.5, 9.0, 24.0, 28.5, 33.0, 40.5, 48.0, 52.5, 54.0, 66.0, 72.0, 75.0, 78.0, 81.0, 84.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-765,RES1.FEMA-BCA-Toolkit.contents.split_level_single_family_home.no_basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.5, 13.5, 19.5, 37.5, 40.5, 42.0, 49.5, 51.0, 61.5, 64.5, 67.5, 69.0, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-766,RES1.FEMA-BCA-Toolkit.contents.2_or_more_story_single_family_home.basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 6.0, 12.0, 16.5, 22.5, 30.0, 34.5, 42.0, 49.5, 57.0, 66.0, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-767,RES1.FEMA-BCA-Toolkit.contents.2_or_more_story_single_family_home.no_basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.5, 13.5, 19.5, 27.0, 30.0, 33.0, 36.0, 39.0, 43.5, 49.5, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-768,RES1.FEMA-BCA-Toolkit.contents.single_family_home.basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 11.0, 24.0, 29.0, 37.0, 54.0, 60.5, 64.5, 68.0, 70.0, 72.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-769,RES1.FEMA-BCA-Toolkit.contents.single_family_home.no_basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 6.0, 15.0, 23.0, 35.0, 50.0, 58.0, 63.0, 66.5, 69.5, 72.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-770,RES1.USACE-New-Orleans.contents.one_story.usace_new_orleans_one_story.pier_foundation.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 41.8, 62.9, 82.1, 84.6, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-771,RES1.USACE-New-Orleans.contents.one_story.usace_new_orleans_one_story.pier_foundation.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-772,RES1.USACE-New-Orleans.contents.one_story.usace_new_orleans_one_story.slab_foundation.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 41.8, 62.9, 82.1, 84.6, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-773,RES1.USACE-New-Orleans.contents.one_story.usace_new_orleans_one_story.slab_foundation.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-774,RES1.USACE-New-Orleans.contents.two_or_more.usace_new_orleans_two_story.pier_foundation.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 36.5, 50.8, 50.8, 55.3, 55.3, 55.3, 55.3, 55.3, 72.5, 80.7, 87.1, 90.1, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-775,RES1.USACE-New-Orleans.contents.two_or_more.usace_new_orleans_two_story.pier_foundation.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-776,RES1.USACE-New-Orleans.contents.two_or_more.usace_new_orleans_two_story.slab_foundation.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 36.5, 50.8, 50.8, 55.3, 55.3, 55.3, 55.3, 55.3, 72.5, 80.7, 87.1, 90.1, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-777,RES1.USACE-New-Orleans.contents.two_or_more.usace_new_orleans_two_story.slab_foundation.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-778,RES1.USACE-Generic.contents.one_story.usace_generic.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 10.5, 13.2, 16.0, 18.9, 21.8, 24.7, 27.4, 30.0, 32.4, 34.5, 36.3, 37.7, 38.6, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-779,RES1.USACE-Generic.contents.one_story.usace_generic.with_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 2.4, 8.1, 13.3, 17.9, 22.0, 25.7, 28.8, 31.5, 33.8, 35.7, 37.2, 38.4, 39.2, 39.7, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-780,RES1.USACE-Generic.contents.split_level.usace_generic.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 7.3, 9.4, 11.6, 13.8, 16.1, 18.2, 20.2, 22.1, 23.6, 24.9, 25.8, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-781,RES1.USACE-Generic.contents.split_level.usace_generic.with_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 2.2, 2.9, 4.7, 7.5, 11.1, 15.3, 20.1, 25.2, 30.5, 35.7, 40.9, 45.8, 50.2, 54.1, 57.2, 59.4, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-782,RES1.USACE-Generic.contents.two_or_more_stories.usace_generic.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 8.4, 10.1, 11.9, 13.8, 15.7, 17.7, 19.8, 22.0, 24.3, 26.7, 29.1, 31.7, 34.4, 37.2, 40.0, 43.0, 46.1, 49.3, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-783,RES1.USACE-Generic.contents.two_or_more_stories.usace_generic.with_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 1.0, 5.0, 8.7, 12.2, 15.5, 18.5, 21.3, 23.9, 26.3, 28.4, 30.3, 32.0, 33.4, 34.7, 35.6, 36.4, 36.9, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-784,RES2.FEMA-BCA-Toolkit.contents.bca_toolkit_manufactured_home_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-785,RES2.FEMA-BCA-Toolkit.contents.bca_toolkit_mobile_home_outside_caz_fema_fia_riverine_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 66.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-786,RES2.FEMA-FIMA.contents.fema_fia_mobile_home_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 66.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-787,RES2.FEMA-FIMA.contents.fema_fia_mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 66.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-788,RES2.FEMA-FIMA.contents.fema_fia_default_mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 66.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-789,RES2.FEMA-FIMA.contents.fema_fia_default_mobile_home_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 66.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-790,RES2.FEMA-BCA-Toolkit.contents.mobile_home.no_basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 12.0, 66.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-791,RES3.USACE-NACCS.contents.naccs_1a_1_apartments_1_story_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.5, 28.0, 45.0, 60.0, 70.5, 81.0, 90.5, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-792,RES3.USACE-NACCS.contents.naccs_1a_3_apartments_3_story_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 15.0, 20.0, 25.0, 27.5, 30.0, 32.5, 35.0, 38.33333, 41.66667, 45.0, 48.33333, 51.66667, 55.0, 58.33333, 61.66667, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-793,RES3.USACE-NACCS.contents.naccs_4a_urban_high_rise-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.375, 0.5, 4.0, 5.0, 7.0, 7.5, 8.75, 10.0, 10.5, 11.0, 11.33333, 11.66667, 12.0, 12.33333, 12.66667, 13.0, 13.33333, 13.66667, 14.0, 14.0, 14.0, 14.0, 14.0, 14.0, 14.0, 14.0, 14.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-794,RES3.USACE-NACCS.contents.naccs_4b_beach_high_rise-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 4.0, 4.5, 5.5, 6.25, 7.0, 7.75, 8.5, 8.66667, 8.83333, 9.0, 9.16667, 9.33333, 9.5, 9.66667, 9.83333, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-795,RES3.USACE-NACCS.contents.naccs_4b_beach_high_rise_waves-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.5, 21.0, 33.75, 52.5, 67.5, 82.5, 91.25, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-796,RES3.FEMA-BCA-Toolkit.contents.bca_toolkit_apartment_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-797,RES3.FEMA-BCA-Toolkit.contents.bca_toolkit_apartment_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-798,RES3.FEMA-BCA-Toolkit.contents.bca_toolkit_apartment_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-799,RES3.FEMA-BCA-Toolkit.contents.bca_toolkit_apartment_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-800,RES3.FEMA-BCA-Toolkit.contents.apartment.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-801,RES3.FEMA-BCA-Toolkit.contents.apartment.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-802,RES4.FEMA-BCA-Toolkit.contents.bca_toolkit_hotel_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 16.14286, 26.28571, 34.14286, 39.71429, 48.71429, 52.42857, 58.42857, 61.28571, 63.14286, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-803,RES4.FEMA-BCA-Toolkit.contents.bca_toolkit_hotel_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 16.14286, 26.28571, 34.14286, 39.71429, 48.71429, 52.42857, 58.42857, 61.28571, 63.14286, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-804,RES4.FEMA-BCA-Toolkit.contents.bca_toolkit_hotel_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 16.14286, 26.28571, 34.14286, 39.71429, 48.71429, 52.42857, 58.42857, 61.28571, 63.14286, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-805,RES4.FEMA-BCA-Toolkit.contents.bca_toolkit_hotel_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 16.14286, 26.28571, 34.14286, 39.71429, 48.71429, 52.42857, 58.42857, 61.28571, 63.14286, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-806,RES4.FEMA-BCA-Toolkit.contents.hotel.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 16.14286, 26.28571, 34.14286, 39.71429, 48.71429, 52.42857, 58.42857, 61.28571, 63.14286, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-807,RES4.FEMA-BCA-Toolkit.contents.hotel.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 16.14286, 26.28571, 34.14286, 39.71429, 48.71429, 52.42857, 58.42857, 61.28571, 63.14286, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-808,RES4.USACE-Sacramento.contents.usace_sacramento_hotel_full_service.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 23.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-809,RES4.USACE-Sacramento.contents.usace_sacramento_hotel_full_service.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 20.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-810,RES4.USACE-Sacramento.contents.usace_sacramento_hotel_full_service.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-811,RES4.USACE-Sacramento.contents.usace_sacramento_hotel_full_service.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 42.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-812,RES5.FEMA-BCA-Toolkit.contents.bca_toolkit_correctional_facility_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 13.125, 21.25, 31.0, 44.125, 53.0, 62.25, 69.5, 77.5, 83.75, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-813,RES5.FEMA-BCA-Toolkit.contents.bca_toolkit_correctional_facility_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 13.125, 21.25, 31.0, 44.125, 53.0, 62.25, 69.5, 77.5, 83.75, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-814,RES5.FEMA-BCA-Toolkit.contents.bca_toolkit_correctional_facility_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 13.125, 21.25, 31.0, 44.125, 53.0, 62.25, 69.5, 77.5, 83.75, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-815,RES5.FEMA-BCA-Toolkit.contents.bca_toolkit_correctional_facility_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 13.125, 21.25, 31.0, 44.125, 53.0, 62.25, 69.5, 77.5, 83.75, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-816,RES5.FEMA-BCA-Toolkit.contents.correctional_facility.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 13.125, 21.25, 31.0, 44.125, 53.0, 62.25, 69.5, 77.5, 83.75, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-817,RES5.FEMA-BCA-Toolkit.contents.correctional_facility.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 13.125, 21.25, 31.0, 44.125, 53.0, 62.25, 69.5, 77.5, 83.75, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-818,RES1.FEMA-PFRA-2021.structural.sfh_1_story_crawlspace_without_openings_freshwater_moderate_velocity_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 5.41, 14.53, 29.50675, 37.45002, 42.55856, 48.09843, 52.6553, 58.05831, 61.17923, 64.72929, 68.04079, 69.90791, 72.11384, 73.95114, 75.85186, 77.67767, 79.25999, 80.59, 80.59, 80.59, 80.59, 80.59, 80.59, 80.59, 80.59, 80.59|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-819,RES1.FEMA-PFRA-2021.structural.sfh_1_story_crawlspace_without_openings_freshwater_high_velocity_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 10.52182, 22.12909, 41.19042, 51.30002, 57.8018, 64.85255, 70.6522, 77.52875, 81.50083, 86.0191, 90.23374, 92.61006, 95.41762, 97.756, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-820,RES1.FEMA-PFRA-2021.structural.sfh_2_story_crawlspace_without_openings_freshwater_inundation_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 5.27955, 11.49773, 21.70915, 27.12501, 30.60811, 34.38529, 37.49225, 41.17612, 43.30402, 45.72452, 47.98236, 49.25539, 50.75944, 52.01214, 53.30808, 54.55296, 55.63181, 56.53864, 56.53864, 56.53864, 56.53864, 56.53864, 56.53864, 56.53864, 56.53864, 56.53864|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-821,RES1.FEMA-PFRA-2021.structural.sfh_2_story_crawlspace_without_openings_freshwater_long_duration_inundation_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 5.3075, 12.1475, 23.38007, 29.33751, 33.16892, 37.32382, 40.74147, 44.79373, 47.13442, 49.79697, 52.2806, 53.68093, 55.33538, 56.71336, 58.13889, 59.50825, 60.69499, 61.6925, 61.6925, 61.6925, 61.6925, 61.6925, 61.6925, 61.6925, 61.6925, 61.6925|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-822,RES1.FEMA-PFRA-2021.structural.sfh_2_story_crawlspace_without_openings_freshwater_moderate_velocity_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 5.33545, 12.79727, 25.05098, 31.55001, 35.72973, 40.26235, 43.9907, 48.41134, 50.96482, 53.86942, 56.57883, 58.10647, 59.91133, 61.41457, 62.9697, 64.46355, 65.75817, 66.84636, 66.84636, 66.84636, 66.84636, 66.84636, 66.84636, 66.84636, 66.84636, 66.84636|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-823,RES1.FEMA-PFRA-2021.structural.sfh_2_story_crawlspace_without_openings_freshwater_high_velocity_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 10.41932, 19.74659, 35.06373, 43.18752, 48.41216, 54.07794, 58.73837, 64.26418, 67.45603, 71.08678, 74.47354, 76.38309, 78.63916, 80.51821, 82.46213, 84.32943, 85.94771, 87.30795, 87.30795, 87.30795, 87.30795, 87.30795, 87.30795, 87.30795, 87.30795, 87.30795|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-824,RES1.FEMA-PFRA-2021.structural.sfh_1_story_slab_on_grade_freshwater_inundation_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.16364, 19.77887, 27.00002, 31.64414, 36.68039, 40.823, 45.73482, 48.57202, 51.79936, 54.80981, 56.50719, 58.51258, 60.18286, 61.91078, 63.57061, 65.00908, 66.21818, 66.21818, 66.21818, 66.21818, 66.21818, 66.21818, 66.21818, 66.21818, 66.21818|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-825,RES1.FEMA-PFRA-2021.structural.sfh_1_story_slab_on_grade_freshwater_long_duration_inundation_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.03, 22.00675, 29.95002, 35.05856, 40.59843, 45.1553, 50.55831, 53.67923, 57.22929, 60.54079, 62.40791, 64.61384, 66.45114, 68.35186, 70.17767, 71.75999, 73.09, 73.09, 73.09, 73.09, 73.09, 73.09, 73.09, 73.09, 73.09|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-826,RES1.FEMA-PFRA-2021.structural.sfh_1_story_slab_on_grade_freshwater_moderate_velocity_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.03, 22.00675, 29.95002, 35.05856, 40.59843, 45.1553, 50.55831, 53.67923, 57.22929, 60.54079, 62.40791, 64.61384, 66.45114, 68.35186, 70.17767, 71.75999, 73.09, 73.09, 73.09, 73.09, 73.09, 73.09, 73.09, 73.09, 73.09|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-827,RES1.FEMA-PFRA-2021.structural.sfh_1_story_slab_on_grade_freshwater_high_velocity_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 9.62909, 28.69042, 38.80002, 45.3018, 52.35255, 58.1522, 65.02875, 69.00083, 73.5191, 77.73374, 80.11006, 82.91762, 85.256, 87.67509, 89.99885, 92.01271, 93.70545, 93.70545, 93.70545, 93.70545, 93.70545, 93.70545, 93.70545, 93.70545, 93.70545|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-828,RES1.FEMA-PFRA-2021.structural.sfh_2_story_slab_on_grade_freshwater_inundation_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.99773, 14.20915, 19.62501, 23.10811, 26.88529, 29.99225, 33.67612, 35.80402, 38.22452, 40.48236, 41.75539, 43.25944, 44.51214, 45.80808, 47.05296, 48.13181, 49.03864, 49.03864, 49.03864, 49.03864, 49.03864, 49.03864, 49.03864, 49.03864, 49.03864|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-829,RES1.FEMA-PFRA-2021.structural.sfh_2_story_slab_on_grade_freshwater_long_duration_inundation_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.6475, 15.88007, 21.83751, 25.66892, 29.82382, 33.24147, 37.29373, 39.63442, 42.29697, 44.7806, 46.18093, 47.83538, 49.21336, 50.63889, 52.00825, 53.19499, 54.1925, 54.1925, 54.1925, 54.1925, 54.1925, 54.1925, 54.1925, 54.1925, 54.1925|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-830,RES1.FEMA-PFRA-2021.structural.sfh_2_story_slab_on_grade_freshwater_moderate_velocity_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 5.29727, 17.55098, 24.05001, 28.22973, 32.76235, 36.4907, 40.91134, 43.46482, 46.36942, 49.07883, 50.60647, 52.41133, 53.91457, 55.4697, 56.96355, 58.25817, 59.34636, 59.34636, 59.34636, 59.34636, 59.34636, 59.34636, 59.34636, 59.34636, 59.34636|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-831,RES1.FEMA-PFRA-2021.structural.sfh_2_story_slab_on_grade_freshwater_high_velocity_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.24659, 22.56373, 30.68752, 35.91216, 41.57794, 46.23837, 51.76418, 54.95603, 58.58678, 61.97354, 63.88309, 66.13916, 68.01821, 69.96213, 71.82943, 73.44771, 74.80795, 74.80795, 74.80795, 74.80795, 74.80795, 74.80795, 74.80795, 74.80795, 74.80795|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-832,RES1.FEMA-PFRA-2021.structural.sfh_1_story_basement_freshwater_inundation_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 9.66667, 12.03939, 20.3303, 33.94553, 41.16668, 45.81081, 50.84706, 54.98967, 59.90149, 62.73869, 65.96603, 68.97648, 70.67385, 72.67925, 74.34952, 76.07745, 77.73727, 79.17575, 80.38485, 80.38485, 80.38485, 80.38485, 80.38485, 80.38485, 80.38485, 80.38485, 80.38485|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-833,RES1.FEMA-PFRA-2021.structural.sfh_1_story_basement_freshwater_long_duration_inundation_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 10.63333, 13.24333, 22.36333, 37.34009, 45.28335, 50.39189, 55.93177, 60.48863, 65.89164, 69.01256, 72.56263, 75.87413, 77.74124, 79.94718, 81.78448, 83.68519, 85.511, 87.09332, 88.42333, 88.42333, 88.42333, 88.42333, 88.42333, 88.42333, 88.42333, 88.42333, 88.42333|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-834,RES1.FEMA-PFRA-2021.structural.sfh_1_story_basement_freshwater_moderate_velocity_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 10.15, 12.64136, 21.34682, 35.64281, 43.22502, 48.10135, 53.38941, 57.73915, 62.89656, 65.87563, 69.26433, 72.4253, 74.20755, 76.31321, 78.067, 79.88132, 81.62414, 83.13453, 84.40409, 84.40409, 84.40409, 84.40409, 84.40409, 84.40409, 84.40409, 84.40409, 84.40409|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-835,RES1.FEMA-PFRA-2021.structural.sfh_1_story_basement_freshwater_high_velocity_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 13.05, 16.25318, 27.44591, 45.82647, 55.57502, 61.84459, 68.64353, 74.23605, 80.86701, 84.69723, 89.05413, 93.11825, 95.4097, 98.11699, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-836,RES1.FEMA-PFRA-2021.structural.sfh_2_story_basement_freshwater_inundation_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 8.66667, 9.94621, 16.16439, 26.37582, 31.79168, 35.27477, 39.05196, 42.15892, 45.84278, 47.97068, 50.39119, 52.64903, 53.92206, 55.4261, 56.67881, 57.97475, 59.21962, 60.29848, 61.2053, 61.2053, 61.2053, 61.2053, 61.2053, 61.2053, 61.2053, 61.2053, 61.2053|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-837,RES1.FEMA-PFRA-2021.structural.sfh_2_story_basement_freshwater_long_duration_inundation_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 9.53333, 10.94083, 17.78083, 29.0134, 34.97085, 38.80225, 42.95716, 46.37481, 50.42706, 52.76775, 55.4303, 57.91393, 59.31426, 60.96872, 62.34669, 63.77223, 65.14159, 66.32832, 67.32583, 67.32583, 67.32583, 67.32583, 67.32583, 67.32583, 67.32583, 67.32583, 67.32583|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-838,RES1.FEMA-PFRA-2021.structural.sfh_2_story_basement_freshwater_moderate_velocity_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 9.53333, 10.94083, 17.78083, 29.0134, 34.97085, 38.80225, 42.95716, 46.37481, 50.42706, 52.76775, 55.4303, 57.91393, 59.31426, 60.96872, 62.34669, 63.77223, 65.14159, 66.32832, 67.32583, 67.32583, 67.32583, 67.32583, 67.32583, 67.32583, 67.32583, 67.32583, 67.32583|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-839,RES1.FEMA-PFRA-2021.structural.sfh_2_story_basement_freshwater_high_velocity_flooding-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 12.39333, 14.22308, 23.11508, 37.71742, 45.4621, 50.44293, 55.8443, 60.28725, 65.55518, 68.59808, 72.0594, 75.28811, 77.10854, 79.25933, 81.0507, 82.90389, 84.68406, 86.22682, 87.52358, 87.52358, 87.52358, 87.52358, 87.52358, 87.52358, 87.52358, 87.52358, 87.52358|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-840,RES1.USACE-NACCS.structural.naccs_5a_single_story_residence_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 1.0, 18.0, 28.0, 33.0, 37.5, 42.0, 48.5, 55.0, 58.33333, 61.66667, 65.0, 68.33333, 71.66667, 75.0, 78.33333, 81.66667, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-841,RES1.USACE-NACCS.structural.naccs_5a_single_story_residence_no_basement_wave_crawlspace-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 5.0, 10.0, 40.0, 70.0, 90.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-842,RES1.USACE-NACCS.structural.naccs_5b_two_story_residence_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 5.0, 15.0, 20.0, 25.0, 27.5, 30.0, 40.0, 50.0, 53.33333, 56.66667, 60.0, 63.33333, 66.66667, 70.0, 73.33333, 76.66667, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-843,RES1.USACE-NACCS.structural.naccs_5b_two_story_residence_no_basement_wave_crawlspace-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 10.0, 20.0, 36.0, 50.0, 86.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-844,RES1.USACE-NACCS.structural.naccs_6a_single_story_residence_with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 7.5, 10.0, 18.0, 30.0, 35.0, 40.0, 55.0, 70.0, 80.0, 90.0, 91.66667, 93.33333, 95.0, 96.66667, 98.33333, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-845,RES1.USACE-NACCS.structural.naccs_6b_two_story_residence_with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 8.5, 10.0, 15.0, 25.0, 30.0, 35.0, 42.5, 50.0, 55.0, 60.0, 63.33333, 66.66667, 70.0, 73.33333, 76.66667, 80.0, 83.33333, 86.66667, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-846,RES1.USACE-NACCS.structural.naccs_7a_building_on_open_pile_foundation-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.75, 1.5, 5.0, 25.0, 40.0, 50.0, 55.0, 60.0, 67.5, 75.0, 76.66667, 78.33333, 80.0, 81.66667, 83.33333, 85.0, 86.66667, 88.33333, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-847,RES1.USACE-NACCS.structural.naccs_7a_building_on_open_pile_foundation_waves-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 7.0, 10.0, 50.0, 70.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-848,RES1.USACE-NACCS.structural.naccs_7b_building_on_pile_foundation_with_enclosure-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 8.0, 12.0, 20.0, 35.0, 40.0, 60.0, 65.0, 70.0, 75.0, 80.0, 86.66667, 93.33333, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-849,RES1.USACE-NACCS.structural.naccs_7b_building_on_pile_foundation_with_enclosure_waves-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 27.0, 40.0, 60.0, 85.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-850,RES1.USACE-Generic.structural.single_family_residential_structures.1_story_with_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"5.2, 9.0, 13.8, 19.4, 25.5, 32.0, 38.7, 45.5, 52.2, 58.6, 64.5, 69.8, 74.2, 77.7, 80.1, 81.1, 81.1, 81.1, 81.1, 81.1, 81.1, 81.1, 81.1, 81.1, 81.1, 81.1, 81.1, 81.1, 81.1|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-851,RES1.USACE-Generic.structural.single_family_residential_structures.2_or_more_stories_with_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"4.7, 7.2, 10.2, 13.9, 17.9, 22.3, 27.0, 31.9, 36.9, 41.9, 46.9, 51.8, 56.4, 60.8, 64.8, 68.4, 71.4, 73.7, 75.4, 76.4, 76.4, 76.4, 76.4, 76.4, 76.4, 76.4, 76.4, 76.4, 76.4|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-852,RES1.USACE-Generic.structural.single_family_residential_structures.split_level_with_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"4.7, 10.4, 14.2, 18.5, 23.2, 28.2, 33.4, 38.6, 43.8, 48.8, 53.5, 57.8, 61.6, 64.8, 67.2, 68.8, 69.3, 69.3, 69.3, 69.3, 69.3, 69.3, 69.3, 69.3, 69.3, 69.3, 69.3, 69.3, 69.3|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-853,RES1.USACE-Generic.structural.single_family_residential_structures.1_story_with_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 2.5, 13.4, 23.3, 32.1, 40.1, 47.1, 53.2, 58.6, 63.2, 67.2, 70.5, 73.2, 75.4, 77.2, 78.5, 79.5, 80.2, 80.7, 80.7, 80.7, 80.7, 80.7, 80.7, 80.7, 80.7, 80.7|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-854,RES1.USACE-Generic.structural.single_family_residential_structures.2_or_more_stories_with_no_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 3.0, 9.3, 15.2, 20.9, 26.3, 31.4, 36.2, 40.7, 44.9, 48.8, 52.4, 55.7, 58.7, 61.4, 63.8, 65.9, 67.7, 69.2, 69.2, 69.2, 69.2, 69.2, 69.2, 69.2, 69.2, 69.2|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-855,RES1.USACE-Generic.structural.single_family_residential_structures.split_level_with_no_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 6.4, 7.2, 9.4, 12.9, 17.4, 22.8, 28.9, 35.5, 42.3, 49.2, 56.1, 62.6, 68.6, 73.9, 78.4, 81.7, 83.8, 84.4, 84.4, 84.4, 84.4, 84.4, 84.4, 84.4, 84.4, 84.4|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-856,RES2.FEMA-FIMA.structural.fema_fia_mobile_home_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 44.0, 63.0, 73.0, 78.0, 80.0, 81.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-857,RES2.FEMA-FIMA.structural.fema_fia_mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 44.0, 63.0, 73.0, 78.0, 80.0, 81.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-858,RES2.FEMA-FIMA.structural.fema_fia_default_mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 44.0, 63.0, 73.0, 78.0, 80.0, 81.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-859,RES2.FEMA-FIMA.structural.fema_fia_default_mobile_home_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 44.0, 63.0, 73.0, 78.0, 80.0, 81.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-860,RES2.FEMA-BCA-Toolkit.structural.bca_toolkit_manufactured_home_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 15.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-861,RES2.FEMA-BCA-Toolkit.structural.bca_toolkit_mobile_home_outside_caz_fema_fia_riverine_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 44.0, 63.0, 73.0, 78.0, 80.0, 81.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-862,RES2.USACE-Wilmington.structural.mobile_home.usace_wilmington_mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 2.0, 3.0, 8.0, 27.2, 41.7, 60.0, 93.0, 96.0, 96.36, 96.72, 97.08, 97.44, 97.8, 98.0, 98.17, 98.33, 98.5, 98.67, 98.83, 98.83, 98.83, 98.83, 98.83, 98.83, 98.83, 98.83, 98.83|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-863,RES3.Coastal-Resilience-Center.structural.one_story_residential_building_on_a_slab_on_grade_foundation-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 24.24578, 39.6524, 46.0891, 51.15489, 56.29364, 61.60844, 67.16664, 72.89188, 78.47971, 83.55899, 87.86561, 91.30374, 93.91655, 95.82575, 97.17853, 98.11447, 98.75031, 99.17637, 99.45901, 99.64519, 99.76726, 99.8471, 99.89927, 99.93339|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-864,RES3.Coastal-Resilience-Center.structural.two_story_residential_building_on_a_slab_on_grade_foundation-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.92181, 28.75192, 31.4835, 32.64505, 33.37454, 34.47743, 36.80944, 40.92171, 46.73971, 53.66177, 60.90508, 67.80474, 73.94418, 79.14829, 83.41429, 86.83566, 89.54434, 91.67543, 93.34967, 94.66733, 95.70818, 96.53419, 97.19288, 97.72056|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-865,RES3.FEMA-BCA-Toolkit.structural.apartment.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 17.4026, 21.2987, 26.22078, 29.58442, 32.06494, 34.12987, 37.24675, 38.90909, 41.05195, 41.05195, 41.05195, 41.05195, 41.05195, 41.05195, 41.05195, 41.05195, 41.05195, 41.05195, 41.05195, 41.05195, 41.05195, 41.05195, 41.05195|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-866,RES3.FEMA-BCA-Toolkit.structural.apartment.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.47619, 0.47619, 0.95238, 12.52381, 20.38095, 25.90476, 31.66667, 33.52381, 37.47619, 39.42857, 42.19048, 45.14286, 46.61905, 46.61905, 46.61905, 46.61905, 46.61905, 46.61905, 46.61905, 46.61905, 46.61905, 46.61905, 46.61905, 46.61905, 46.61905, 46.61905, 46.61905|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-867,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_shallow_foundation_freshwater_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 9.9, 15.66, 19.17, 23.58, 26.64, 28.89, 30.69, 33.48, 35.01, 36.99, 38.97, 40.95, 42.93, 44.91, 46.89, 48.87, 48.87, 48.87, 48.87, 48.87, 48.87, 48.87, 48.87, 48.87|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-868,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_shallow_foundation_saltwater_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 12.1, 19.14, 23.43, 28.82, 32.56, 35.31, 37.51, 40.92, 42.79, 45.21, 47.63, 50.05, 52.47, 54.89, 57.31, 59.73, 59.73, 59.73, 59.73, 59.73, 59.73, 59.73, 59.73, 59.73|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-869,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_shallow_foundation_moderate_waves_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.3, 22.62, 27.69, 34.06, 38.48, 41.73, 44.33, 48.36, 50.57, 53.43, 56.29, 59.15, 62.01, 64.87, 67.73, 70.59, 70.59, 70.59, 70.59, 70.59, 70.59, 70.59, 70.59, 70.59|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-870,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_shallow_foundation_high_waves_adjusted_source_naccs_1a_1-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.3, 22.0, 33.0, 42.35, 49.775, 57.2, 60.775, 64.35, 67.925, 71.5, 75.075, 78.65, 82.225, 85.8, 89.375, 92.95, 96.525, 96.525, 96.525, 96.525, 96.525, 96.525, 96.525, 96.525, 96.525|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-871,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_deep_foundation_freshwater_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 9.9, 15.66, 19.17, 23.58, 26.64, 28.89, 30.69, 33.48, 35.01, 36.99, 38.97, 40.95, 42.93, 44.91, 46.89, 48.87, 48.87, 48.87, 48.87, 48.87, 48.87, 48.87, 48.87, 48.87|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-872,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_deep_foundation_saltwater_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 12.1, 19.14, 23.43, 28.82, 32.56, 35.31, 37.51, 40.92, 42.79, 45.21, 47.63, 50.05, 52.47, 54.89, 57.31, 59.73, 59.73, 59.73, 59.73, 59.73, 59.73, 59.73, 59.73, 59.73|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-873,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_deep_foundation_moderate_waves_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.3, 22.62, 27.69, 34.06, 38.48, 41.73, 44.33, 48.36, 50.57, 53.43, 56.29, 59.15, 62.01, 64.87, 67.73, 70.59, 70.59, 70.59, 70.59, 70.59, 70.59, 70.59, 70.59, 70.59|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-874,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_deep_foundation_high_waves_adjusted_source_naccs_1a_1-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.85, 19.0, 28.5, 36.575, 42.9875, 49.4, 52.4875, 55.575, 58.6625, 61.75, 64.8375, 67.925, 71.0125, 74.1, 77.1875, 80.275, 83.3625, 83.3625, 83.3625, 83.3625, 83.3625, 83.3625, 83.3625, 83.3625, 83.3625|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-875,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_basement_foundation_freshwater_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"12.0, 12.0, 12.0, 12.0, 12.0, 21.9, 27.66, 31.17, 35.58, 38.64, 40.89, 42.69, 45.48, 47.01, 48.99, 50.97, 52.95, 54.93, 56.91, 58.89, 60.87, 60.87, 60.87, 60.87, 60.87, 60.87, 60.87, 60.87, 60.87|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-876,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_basement_foundation_saltwater_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"12.0, 12.0, 12.0, 12.0, 12.0, 24.1, 31.14, 35.43, 40.82, 44.56, 47.31, 49.51, 52.92, 54.79, 57.21, 59.63, 62.05, 64.47, 66.89, 69.31, 71.73, 71.73, 71.73, 71.73, 71.73, 71.73, 71.73, 71.73, 71.73|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-877,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_basement_foundation_moderate_waves_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"12.0, 12.0, 12.0, 12.0, 12.0, 26.3, 34.62, 39.69, 46.06, 50.48, 53.73, 56.33, 60.36, 62.57, 65.43, 68.29, 71.15, 74.01, 76.87, 79.73, 82.59, 82.59, 82.59, 82.59, 82.59, 82.59, 82.59, 82.59, 82.59|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-878,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_basement_foundation_high_waves_adjusted_source_naccs_1a_1-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"12.0, 12.0, 12.0, 12.0, 14.61, 29.4, 38.1, 45.495, 51.3675, 57.24, 60.0675, 62.895, 65.7225, 68.55, 71.3775, 74.205, 77.0325, 79.86, 82.6875, 85.515, 88.3425, 88.3425, 88.3425, 88.3425, 88.3425, 88.3425, 88.3425, 88.3425, 88.3425|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-879,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_basement_foundation_with_elevator_freshwater_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"15.0, 15.0, 15.0, 15.0, 15.0, 24.9, 30.66, 34.17, 38.58, 41.64, 43.89, 45.69, 48.48, 50.01, 51.99, 53.97, 55.95, 57.93, 59.91, 61.89, 63.87, 63.87, 63.87, 63.87, 63.87, 63.87, 63.87, 63.87, 63.87|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-880,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_basement_foundation_with_elevator_saltwater_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"15.0, 15.0, 15.0, 15.0, 15.0, 27.1, 34.14, 38.43, 43.82, 47.56, 50.31, 52.51, 55.92, 57.79, 60.21, 62.63, 65.05, 67.47, 69.89, 72.31, 74.73, 74.73, 74.73, 74.73, 74.73, 74.73, 74.73, 74.73, 74.73|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-881,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_basement_foundation_with_elevator_moderate_waves_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"15.0, 15.0, 15.0, 15.0, 15.0, 29.3, 37.62, 42.69, 49.06, 53.48, 56.73, 59.33, 63.36, 65.57, 68.43, 71.29, 74.15, 77.01, 79.87, 82.73, 85.59, 85.59, 85.59, 85.59, 85.59, 85.59, 85.59, 85.59, 85.59|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-882,RES3.FEMA-CPFRA-2021.structural.low_rise_apartment_basement_foundation_with_elevator_high_waves_adjusted_source_naccs_1a_1-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"15.0, 15.0, 15.0, 15.0, 17.61, 32.4, 41.1, 48.495, 54.3675, 60.24, 63.0675, 65.895, 68.7225, 71.55, 74.3775, 77.205, 80.0325, 82.86, 85.6875, 88.515, 91.3425, 91.3425, 91.3425, 91.3425, 91.3425, 91.3425, 91.3425, 91.3425, 91.3425|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-883,RES3.USACE-NACCS.structural.naccs_1a_1_apartments_1_story_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 25.0, 35.0, 43.0, 51.5, 60.0, 63.75, 67.5, 71.25, 75.0, 78.75, 82.5, 86.25, 90.0, 93.75, 97.5, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-884,RES3.USACE-NACCS.structural.naccs_1a_3_apartments_3_story_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 5.0, 20.0, 28.0, 28.0, 33.0, 38.0, 42.0, 46.0, 47.33333, 48.66667, 50.0, 51.33333, 52.66667, 54.0, 55.33333, 56.66667, 58.0, 58.0, 58.0, 58.0, 58.0, 58.0, 58.0, 58.0, 58.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-885,RES3.USACE-NACCS.structural.naccs_4a_urban_high_rise-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 11.0, 13.0, 13.75, 15.5, 17.5, 19.0, 20.25, 21.5, 22.0, 22.5, 22.83333, 23.16667, 23.5, 23.83333, 24.16667, 24.5, 24.83333, 25.16667, 25.5, 25.5, 25.5, 25.5, 25.5, 25.5, 25.5, 25.5, 25.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-886,RES3.USACE-NACCS.structural.naccs_4b_beach_high_rise-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 4.5, 7.0, 7.75, 9.625, 11.5, 12.125, 12.75, 14.0, 15.25, 16.5, 17.75, 19.0, 20.25, 21.5, 22.75, 24.0, 24.0, 24.0, 24.0, 24.0, 24.0, 24.0, 24.0, 24.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-887,RES3.USACE-NACCS.structural.naccs_4b_beach_high_rise_waves-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 1.5, 5.0, 7.5, 11.0, 12.5, 14.0, 15.0, 16.0, 17.16667, 18.33333, 19.5, 20.66667, 21.83333, 23.0, 24.16667, 25.33333, 26.5, 26.5, 26.5, 26.5, 26.5, 26.5, 26.5, 26.5, 26.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-888,RES4.FEMA-BCA-Toolkit.structural.hotel.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.14286, 10.17143, 15.28571, 19.22857, 23.6, 27.82857, 29.8, 32.51429, 35.6, 37.68571, 39.77143, 39.77143, 39.77143, 39.77143, 39.77143, 39.77143, 39.77143, 39.77143, 39.77143, 39.77143, 39.77143, 39.77143, 39.77143, 39.77143, 39.77143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-889,RES4.FEMA-BCA-Toolkit.structural.hotel.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.53571, 0.53571, 1.25, 11.67857, 18.10714, 23.89286, 29.07143, 31.82143, 35.32143, 38.07143, 40.75, 44.39286, 45.71429, 45.71429, 45.71429, 45.71429, 45.71429, 45.71429, 45.71429, 45.71429, 45.71429, 45.71429, 45.71429, 45.71429, 45.71429, 45.71429, 45.71429|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-890,RES5.FEMA-BCA-Toolkit.structural.correctional_facility.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.41223, 0.41223, 0.41223, 10.27052, 18.60638, 22.77964, 31.21695, 34.39666, 40.15957, 46.2481, 52.77432, 55.40426, 58.3598, 58.3598, 58.3598, 58.3598, 58.3598, 58.3598, 58.3598, 58.3598, 58.3598, 58.3598, 58.3598, 58.3598, 58.3598, 58.3598, 58.3598|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-891,RES5.FEMA-BCA-Toolkit.structural.correctional_facility.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.64992, 0.64992, 0.84925, 10.84053, 19.96512, 24.84551, 33.96138, 36.49336, 43.17774, 49.59344, 56.28821, 59.54817, 62.30025, 62.30025, 62.30025, 62.30025, 62.30025, 62.30025, 62.30025, 62.30025, 62.30025, 62.30025, 62.30025, 62.30025, 62.30025, 62.30025, 62.30025|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-0,RES1.FIA.contents.one_floor.no_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 12.0, 25.0, 35.0, 36.0, 38.0, 41.0, 45.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-1,RES1.FIA.contents.one_floor.with_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 16.0, 20.0, 22.0, 28.0, 33.0, 39.0, 44.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-2,RES1.FIA.contents.two_floors.no_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 11.0, 19.0, 23.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-3,RES1.FIA-Modified.contents.two_floors.with_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 16.0, 18.0, 25.0, 29.0, 33.0, 37.0, 42.0, 46.0, 52.0, 55.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-4,RES1.FIA-Modified.contents.three_or_more_floors.no_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.0, 15.0, 21.0, 22.0, 23.0, 25.0, 27.0, 30.0, 35.0, 40.0, 43.0, 45.0, 48.0, 50.0, 52.0, 54.0, 56.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-5,RES1.FIA-Modified.contents.three_or_more_floors.with_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 15.0, 22.0, 27.0, 28.0, 29.0, 30.0, 32.0, 35.0, 39.0, 43.0, 46.0, 47.0, 50.0, 52.0, 53.0, 55.0, 57.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-6,RES1.FIA.contents.split_level.no_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 11.0, 19.0, 23.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-7,RES1.FIA-Modified.contents.split_level.with_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 16.0, 18.0, 25.0, 29.0, 33.0, 37.0, 42.0, 46.0, 52.0, 55.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-8,RES1.FIA.contents.one_floor.no_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 17.0, 23.0, 29.0, 35.0, 40.0, 45.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-9,RES1.FIA.contents.one_floor.with_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 15.0, 20.0, 22.0, 28.0, 33.0, 39.0, 44.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-10,RES1.FIA.contents.two_floors.no_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.0, 9.0, 17.0, 22.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-11,RES1.FIA-Modified.contents.two_floors.with_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 15.0, 17.0, 23.0, 28.0, 33.0, 37.0, 42.0, 46.0, 52.0, 55.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-12,RES1.FIA-Modified.contents.three_or_more_floors.no_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.0, 11.0, 15.0, 19.0, 23.0, 26.0, 29.0, 32.0, 35.0, 41.0, 43.0, 45.0, 48.0, 50.0, 52.0, 54.0, 56.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-13,RES1.FIA-Modified.contents.three_or_more_floors.with_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 14.0, 18.0, 22.0, 25.0, 29.0, 31.0, 34.0, 36.0, 39.0, 44.0, 46.0, 47.0, 50.0, 52.0, 53.0, 55.0, 57.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-14,RES1.FIA.contents.split_level.no_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.0, 9.0, 17.0, 22.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-15,RES1.FIA-Modified.contents.split_level.with_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 15.0, 17.0, 23.0, 28.0, 33.0, 37.0, 42.0, 46.0, 52.0, 55.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-16,RES1.USACE_IWR.contents.one_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 4.0, 16.0, 26.0, 36.0, 44.0, 52.0, 58.0, 64.0, 68.0, 72.0, 74.0, 76.0, 78.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-17,RES1.USACE_IWR.contents.two_or_more_stories.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 2.0, 10.0, 18.0, 24.0, 32.0, 38.0, 42.0, 48.0, 52.0, 56.0, 60.0, 64.0, 66.0, 70.0, 72.0, 72.0, 74.0, 74.0, 76.0, 76.0, 78.0, 78.0, 80.0, 80.0, 82.0, 82.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-18,RES1.USACE_IWR.contents.split_level.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 4.0, 6.0, 10.0, 16.0, 22.0, 30.0, 40.0, 50.0, 62.0, 72.0, 82.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-19,RES1.USACE_Chicago.contents.one_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 12.0, 24.0, 33.0, 35.0, 37.0, 41.0, 45.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-20,RES1.USACE_Chicago.contents.one_story.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 6.0, 7.0, 8.0, 15.0, 19.0, 22.0, 28.0, 33.0, 39.0, 43.0, 49.0, 54.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-21,RES1.USACE_Chicago.contents.split_level.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 19.0, 32.0, 41.0, 47.0, 51.0, 53.0, 55.0, 56.0, 62.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-22,RES1.USACE_Chicago.contents.split_level.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 10.0, 15.0, 18.0, 31.0, 44.0, 52.0, 58.0, 61.0, 63.0, 64.0, 66.0, 69.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-23,RES1.USACE_Chicago.contents.two_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 11.0, 18.0, 23.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 62.0, 66.0, 70.0, 74.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-24,RES1.USACE_Chicago.contents.two_story.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 6.0, 9.0, 11.0, 17.0, 22.0, 28.0, 33.0, 39.0, 44.0, 49.0, 55.0, 61.0, 64.0, 71.0, 76.0, 78.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-25,RES1.USACE_Galveston.contents.one_&_1/2_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 22.0, 36.0, 45.0, 57.0, 66.0, 71.0, 77.0, 79.0, 82.0, 84.0, 86.0, 87.0, 89.0, 90.0, 91.0, 92.0, 92.0, 92.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-26,RES1.USACE_Galveston.contents.one_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 42.0, 60.0, 71.0, 77.0, 82.0, 85.0, 86.0, 87.0, 88.0, 88.0, 88.0, 89.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-27,RES1.USACE_Galveston.contents.two_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.0, 24.0, 34.0, 40.0, 47.0, 53.0, 56.0, 58.0, 58.0, 58.0, 61.0, 66.0, 68.0, 76.0, 81.0, 86.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-28,RES1.USACE_New-Orleans.contents.one_story.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 63.0, 82.0, 85.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-29,RES1.USACE_New-Orleans.contents.one_story.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-30,RES1.USACE_New-Orleans.contents.two_story.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 37.0, 51.0, 51.0, 55.0, 55.0, 55.0, 55.0, 55.0, 73.0, 81.0, 87.0, 90.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-31,RES1.USACE_New-Orleans.contents.two_story.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-32,RES1.USACE_St-Paul.contents.one_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.0, 44.0, 54.0, 63.0, 68.0, 73.0, 75.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-33,RES1.USACE_St-Paul.contents.two_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.0, 44.0, 54.0, 63.0, 68.0, 73.0, 75.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-34,RES1.USACE_Wilmington.contents.one_&_1/2_story.pile_foundation-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"6.0, 7.0, 8.0, 9.0, 9.0, 21.0, 31.0, 43.0, 54.0, 67.0, 70.0, 73.0, 76.0, 78.0, 81.0, 82.0, 84.0, 85.0, 86.0, 87.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-35,RES1.USACE_Wilmington.contents.one_&_1/2_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 9.0, 21.0, 31.0, 37.0, 43.0, 51.0, 57.0, 63.0, 68.0, 74.0, 80.0, 81.0, 83.0, 84.0, 86.0, 87.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-36,RES1.USACE_Wilmington.contents.one_&_1/2_story_with_1/2_living_area_below-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 6.0, 10.0, 15.0, 18.0, 21.0, 23.0, 24.0, 28.0, 34.0, 44.0, 54.0, 63.0, 73.0, 76.0, 79.0, 82.0, 85.0, 86.0, 87.0, 88.0, 89.0, 90.0, 91.0, 92.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-37,RES1.USACE_Wilmington.contents.one_story.pile_foundation-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"9.0, 10.0, 13.0, 13.0, 14.0, 26.0, 38.0, 52.0, 64.0, 78.0, 81.0, 85.0, 88.0, 91.0, 95.0, 96.0, 97.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-38,RES1.USACE_Wilmington.contents.one_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 11.0, 24.0, 36.0, 43.0, 46.0, 52.0, 59.0, 66.0, 73.0, 80.0, 87.0, 88.0, 90.0, 92.0, 94.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-39,RES1.USACE_Wilmington.contents.one_story_with_1/2_living_area_below-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 11.0, 16.0, 20.0, 24.0, 28.0, 30.0, 32.0, 38.0, 46.0, 54.0, 63.0, 72.0, 82.0, 85.0, 89.0, 92.0, 95.0, 96.0, 97.0, 98.0, 98.0, 99.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-40,RES1.USACE_Wilmington.contents.one_story_with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"10.0, 12.0, 13.0, 13.0, 20.0, 34.0, 48.0, 52.0, 64.0, 78.0, 81.0, 85.0, 88.0, 91.0, 95.0, 96.0, 98.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-41,RES1.USACE_Wilmington.contents.split_level-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 15.0, 21.0, 25.0, 32.0, 44.0, 50.0, 55.0, 61.0, 66.0, 72.0, 75.0, 79.0, 83.0, 87.0, 91.0, 94.0, 94.0, 95.0, 96.0, 97.0, 98.0, 99.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-42,RES1.USACE_Wilmington.contents.two_story.pile_foundation-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"6.0, 7.0, 8.0, 9.0, 10.0, 19.0, 29.0, 38.0, 45.0, 53.0, 55.0, 57.0, 59.0, 61.0, 63.0, 67.0, 71.0, 75.0, 78.0, 82.0, 86.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-43,RES1.USACE_Wilmington.contents.two_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.0, 18.0, 26.0, 30.0, 40.0, 50.0, 52.0, 53.0, 55.0, 56.0, 58.0, 63.0, 68.0, 72.0, 77.0, 82.0, 86.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-44,RES1.USACE_Wilmington.contents.two_story_with_1/2_living_area_below-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 1.0, 7.0, 10.0, 13.0, 15.0, 18.0, 19.0, 21.0, 25.0, 33.0, 40.0, 47.0, 54.0, 56.0, 59.0, 62.0, 65.0, 67.0, 71.0, 75.0, 79.0, 83.0, 87.0, 91.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-45,RES2.FIA.contents.mobile_home.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 27.0, 49.0, 64.0, 70.0, 76.0, 78.0, 79.0, 81.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-46,RES2.FIA.contents.mobile_home.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 27.0, 50.0, 65.0, 71.0, 76.0, 78.0, 79.0, 81.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-47,RES2.USACE_Chicago.contents.mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 27.0, 49.0, 64.0, 70.0, 76.0, 78.0, 79.0, 81.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-48,RES2.USACE_Galveston.contents.mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 23.0, 36.0, 43.0, 55.0, 66.0, 78.0, 86.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-49,RES2.USACE_New-Orleans.contents.mobile_home.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 39.0, 54.0, 75.0, 77.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-50,RES2.USACE_New-Orleans.contents.mobile_home.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-51,RES2.USACE_Wilmington.contents.mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.0, 22.0, 32.0, 37.0, 50.0, 63.0, 74.0, 82.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-52,RES3.USACE_Chicago.contents.apartment_unit_grade-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 12.0, 24.0, 33.0, 35.0, 37.0, 41.0, 45.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-53,RES3.USACE_Chicago.contents.apartment_unit_sub_grade-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 6.0, 7.0, 8.0, 15.0, 19.0, 22.0, 28.0, 33.0, 39.0, 43.0, 49.0, 54.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-54,RES3.USACE_Galveston.contents.apartment.living_area_on_one_floor-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.0, 34.0, 44.0, 55.0, 67.0, 77.0, 87.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-55,RES3.USACE_Galveston.contents.condominium.living_area_on_multiple_floors-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.0, 24.0, 34.0, 40.0, 47.0, 53.0, 56.0, 58.0, 58.0, 58.0, 61.0, 66.0, 68.0, 76.0, 81.0, 86.0, 91.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-56,RES4.USACE_Galveston.contents.average_hotel/motel.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 19.0, 25.0, 29.0, 34.0, 39.0, 44.0, 49.0, 56.0, 65.0, 74.0, 82.0, 88.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-57,RES4.USACE_Galveston.contents.hotel.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 22.0, 28.0, 33.0, 37.0, 41.0, 44.0, 46.0, 49.0, 54.0, 60.0, 69.0, 81.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-58,RES4.USACE_Galveston.contents.motel_unit.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 16.0, 21.0, 25.0, 30.0, 36.0, 43.0, 52.0, 63.0, 76.0, 88.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-59,RES5.USACE_Galveston.contents.average_institutional_dormitory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 60.0, 73.0, 81.0, 88.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-60,RES6.USACE_Galveston.contents.nursing_home.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 60.0, 73.0, 81.0, 88.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-61,COM1.USACE_Galveston.contents.average_retail_trade_equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 26.0, 42.0, 56.0, 68.0, 78.0, 83.0, 85.0, 87.0, 88.0, 89.0, 90.0, 91.0, 92.0, 92.0, 92.0, 93.0, 93.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-62,COM1.USACE_Galveston.contents.antique.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 75.0, 78.0, 85.0, 90.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-63,COM1.USACE_Galveston.contents.appliance_sales.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 16.0, 28.0, 58.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-64,COM1.USACE_Galveston.contents.appliance_sales.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 83.0, 91.0, 94.0, 95.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-65,COM1.USACE_Galveston.contents.large_auto_dealer.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 50.0, 90.0, 95.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-66,COM1.USACE_Galveston.contents.bait_stand.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 7.0, 11.0, 16.0, 22.0, 29.0, 36.0, 44.0, 52.0, 60.0, 69.0, 79.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-67,COM1.USACE_Galveston.contents.bakery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 14.0, 35.0, 70.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-68,COM1.USACE_Galveston.contents.bakery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 55.0, 65.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-69,COM1.USACE_Galveston.contents.boat_sales/service.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 41.0, 65.0, 83.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-70,COM1.USACE_Galveston.contents.boat_sales/service.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 13.0, 24.0, 43.0, 82.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-71,COM1.USACE_Galveston.contents.book_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 7.0, 14.0, 21.0, 27.0, 35.0, 42.0, 49.0, 57.0, 65.0, 73.0, 82.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-72,COM1.USACE_Galveston.contents.camera_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 18.0, 33.0, 65.0, 88.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-73,COM1.USACE_Galveston.contents.carpet_and_paint_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-74,COM1.USACE_Galveston.contents.carpet_and_paint_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 80.0, 95.0, 97.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-75,COM1.USACE_Galveston.contents.mens_clothing.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 32.0, 41.0, 60.0, 78.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-76,COM1.USACE_Galveston.contents.mens_clothing.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.0, 37.0, 50.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-77,COM1.USACE_Galveston.contents.crafts.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-78,COM1.USACE_Galveston.contents.crafts.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 30.0, 50.0, 70.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-79,COM1.USACE_Galveston.contents.chain_drug_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-80,COM1.USACE_Galveston.contents.fabric_store.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 30.0, 40.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-81,COM1.USACE_Galveston.contents.fabric_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 30.0, 50.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-82,COM1.USACE_Galveston.contents.feed_store.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-83,COM1.USACE_Galveston.contents.feed_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 15.0, 15.0, 15.0, 25.0, 25.0, 25.0, 25.0, 50.0, 50.0, 50.0, 50.0, 75.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-84,COM1.USACE_Galveston.contents.florist.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 49.0, 60.0, 75.0, 78.0, 79.0, 82.0, 85.0, 89.0, 93.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-85,COM1.USACE_Galveston.contents.florist.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 50.0, 85.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-86,COM1.USACE_Galveston.contents.fruit_stand.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 45.0, 80.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-87,COM1.USACE_Galveston.contents.large_furniture_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-88,COM1.USACE_Galveston.contents.gas/butane_supply.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 46.0, 65.0, 75.0, 81.0, 86.0, 90.0, 94.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-89,COM1.USACE_Galveston.contents.gift_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 54.0, 63.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-90,COM1.USACE_Galveston.contents.greenhouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 34.0, 50.0, 66.0, 80.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-91,COM1.USACE_Galveston.contents.greenhouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 66.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-92,COM1.USACE_Galveston.contents.small_grocery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 20.0, 20.0, 20.0, 20.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-93,COM1.USACE_Galveston.contents.small_grocery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 35.0, 50.0, 65.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-94,COM1.USACE_Galveston.contents.medium_grocery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.0, 80.0, 90.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-95,COM1.USACE_Galveston.contents.medium_grocery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.0, 22.0, 44.0, 74.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-96,COM1.USACE_Galveston.contents.gun_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 30.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-97,COM1.USACE_Galveston.contents.gun_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 22.0, 39.0, 58.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-98,COM1.USACE_Galveston.contents.hardware.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 12.0, 20.0, 29.0, 40.0, 50.0, 59.0, 67.0, 75.0, 84.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-99,COM1.USACE_Galveston.contents.hardware.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 33.0, 52.0, 70.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-100,COM1.USACE_Galveston.contents.hobby_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 56.0, 87.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-101,COM1.USACE_Galveston.contents.hobby_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 49.0, 64.0, 77.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-102,COM1.USACE_Galveston.contents.lawnmower.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 24.0, 46.0, 57.0, 65.0, 72.0, 79.0, 86.0, 91.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-103,COM1.USACE_Galveston.contents.lawnmower.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-104,COM1.USACE_Galveston.contents.liquor_store.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 2.0, 4.0, 9.0, 16.0, 84.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-105,COM1.USACE_Galveston.contents.liquor_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 81.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-106,COM1.USACE_Galveston.contents.meat_market.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 78.0, 81.0, 84.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-107,COM1.USACE_Galveston.contents.meat_market.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-108,COM1.USACE_Galveston.contents.motorcycle_dealer.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-109,COM1.USACE_Galveston.contents.motorcycle_dealer.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 45.0, 65.0, 85.0, 85.0, 85.0, 85.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-110,COM1.USACE_Galveston.contents.music_center.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 52.0, 72.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-111,COM1.USACE_Galveston.contents.music_center.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 66.0, 72.0, 75.0, 80.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-112,COM1.USACE_Galveston.contents.plant_nursery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 4.0, 4.0, 8.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-113,COM1.USACE_Galveston.contents.plant_nursery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 20.0, 79.0, 88.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-114,COM1.USACE_Galveston.contents.paint_store.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 25.0, 30.0, 35.0, 40.0, 45.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-115,COM1.USACE_Galveston.contents.paint_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 70.0, 73.0, 76.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-0,RES1.FIA.contents.one_floor.no_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 12.0, 25.0, 35.0, 36.0, 38.0, 41.0, 45.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-1,RES1.FIA.contents.one_floor.with_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 16.0, 20.0, 22.0, 28.0, 33.0, 39.0, 44.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-2,RES1.FIA.contents.two_floors.no_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 11.0, 19.0, 23.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-3,RES1.FIA-Modified.contents.two_floors.with_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 16.0, 18.0, 25.0, 29.0, 33.0, 37.0, 42.0, 46.0, 52.0, 55.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-4,RES1.FIA-Modified.contents.three_or_more_floors.no_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.0, 15.0, 21.0, 22.0, 23.0, 25.0, 27.0, 30.0, 35.0, 40.0, 43.0, 45.0, 48.0, 50.0, 52.0, 54.0, 56.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-5,RES1.FIA-Modified.contents.three_or_more_floors.with_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 15.0, 22.0, 27.0, 28.0, 29.0, 30.0, 32.0, 35.0, 39.0, 43.0, 46.0, 47.0, 50.0, 52.0, 53.0, 55.0, 57.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-6,RES1.FIA.contents.split_level.no_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 11.0, 19.0, 23.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-7,RES1.FIA-Modified.contents.split_level.with_basement.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 16.0, 18.0, 25.0, 29.0, 33.0, 37.0, 42.0, 46.0, 52.0, 55.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-8,RES1.FIA.contents.one_floor.no_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 17.0, 23.0, 29.0, 35.0, 40.0, 45.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-9,RES1.FIA.contents.one_floor.with_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 15.0, 20.0, 22.0, 28.0, 33.0, 39.0, 44.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-10,RES1.FIA.contents.two_floors.no_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.0, 9.0, 17.0, 22.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-11,RES1.FIA-Modified.contents.two_floors.with_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 15.0, 17.0, 23.0, 28.0, 33.0, 37.0, 42.0, 46.0, 52.0, 55.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-12,RES1.FIA-Modified.contents.three_or_more_floors.no_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.0, 11.0, 15.0, 19.0, 23.0, 26.0, 29.0, 32.0, 35.0, 41.0, 43.0, 45.0, 48.0, 50.0, 52.0, 54.0, 56.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-13,RES1.FIA-Modified.contents.three_or_more_floors.with_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 14.0, 18.0, 22.0, 25.0, 29.0, 31.0, 34.0, 36.0, 39.0, 44.0, 46.0, 47.0, 50.0, 52.0, 53.0, 55.0, 57.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-14,RES1.FIA.contents.split_level.no_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.0, 9.0, 17.0, 22.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-15,RES1.FIA-Modified.contents.split_level.with_basement.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 7.0, 8.0, 15.0, 17.0, 23.0, 28.0, 33.0, 37.0, 42.0, 46.0, 52.0, 55.0, 58.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-16,RES1.USACE_IWR.contents.one_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 4.0, 16.0, 26.0, 36.0, 44.0, 52.0, 58.0, 64.0, 68.0, 72.0, 74.0, 76.0, 78.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-17,RES1.USACE_IWR.contents.two_or_more_stories.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 2.0, 10.0, 18.0, 24.0, 32.0, 38.0, 42.0, 48.0, 52.0, 56.0, 60.0, 64.0, 66.0, 70.0, 72.0, 72.0, 74.0, 74.0, 76.0, 76.0, 78.0, 78.0, 80.0, 80.0, 82.0, 82.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-18,RES1.USACE_IWR.contents.split_level.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 4.0, 6.0, 10.0, 16.0, 22.0, 30.0, 40.0, 50.0, 62.0, 72.0, 82.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-19,RES1.USACE_Chicago.contents.one_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 12.0, 24.0, 33.0, 35.0, 37.0, 41.0, 45.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-20,RES1.USACE_Chicago.contents.one_story.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 6.0, 7.0, 8.0, 15.0, 19.0, 22.0, 28.0, 33.0, 39.0, 43.0, 49.0, 54.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-21,RES1.USACE_Chicago.contents.split_level.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 19.0, 32.0, 41.0, 47.0, 51.0, 53.0, 55.0, 56.0, 62.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-22,RES1.USACE_Chicago.contents.split_level.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 10.0, 15.0, 18.0, 31.0, 44.0, 52.0, 58.0, 61.0, 63.0, 64.0, 66.0, 69.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0, 73.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-23,RES1.USACE_Chicago.contents.two_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 11.0, 18.0, 23.0, 28.0, 33.0, 39.0, 44.0, 50.0, 54.0, 58.0, 62.0, 66.0, 70.0, 74.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-24,RES1.USACE_Chicago.contents.two_story.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 5.0, 6.0, 9.0, 11.0, 17.0, 22.0, 28.0, 33.0, 39.0, 44.0, 49.0, 55.0, 61.0, 64.0, 71.0, 76.0, 78.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-25,RES1.USACE_Galveston.contents.one_&_1/2_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 22.0, 36.0, 45.0, 57.0, 66.0, 71.0, 77.0, 79.0, 82.0, 84.0, 86.0, 87.0, 89.0, 90.0, 91.0, 92.0, 92.0, 92.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-26,RES1.USACE_Galveston.contents.one_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 42.0, 60.0, 71.0, 77.0, 82.0, 85.0, 86.0, 87.0, 88.0, 88.0, 88.0, 89.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-27,RES1.USACE_Galveston.contents.two_story.no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.0, 24.0, 34.0, 40.0, 47.0, 53.0, 56.0, 58.0, 58.0, 58.0, 61.0, 66.0, 68.0, 76.0, 81.0, 86.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-28,RES1.USACE_New-Orleans.contents.one_story.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 63.0, 82.0, 85.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0, 91.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-29,RES1.USACE_New-Orleans.contents.one_story.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-30,RES1.USACE_New-Orleans.contents.two_story.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 37.0, 51.0, 51.0, 55.0, 55.0, 55.0, 55.0, 55.0, 73.0, 81.0, 87.0, 90.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0, 93.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-31,RES1.USACE_New-Orleans.contents.two_story.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-32,RES1.USACE_St-Paul.contents.one_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.0, 44.0, 54.0, 63.0, 68.0, 73.0, 75.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-33,RES1.USACE_St-Paul.contents.two_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.0, 44.0, 54.0, 63.0, 68.0, 73.0, 75.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0, 78.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-34,RES1.USACE_Wilmington.contents.one_&_1/2_story.pile_foundation-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"6.0, 7.0, 8.0, 9.0, 9.0, 21.0, 31.0, 43.0, 54.0, 67.0, 70.0, 73.0, 76.0, 78.0, 81.0, 82.0, 84.0, 85.0, 86.0, 87.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-35,RES1.USACE_Wilmington.contents.one_&_1/2_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 9.0, 21.0, 31.0, 37.0, 43.0, 51.0, 57.0, 63.0, 68.0, 74.0, 80.0, 81.0, 83.0, 84.0, 86.0, 87.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-36,RES1.USACE_Wilmington.contents.one_&_1/2_story_with_1/2_living_area_below-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 6.0, 10.0, 15.0, 18.0, 21.0, 23.0, 24.0, 28.0, 34.0, 44.0, 54.0, 63.0, 73.0, 76.0, 79.0, 82.0, 85.0, 86.0, 87.0, 88.0, 89.0, 90.0, 91.0, 92.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-37,RES1.USACE_Wilmington.contents.one_story.pile_foundation-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"9.0, 10.0, 13.0, 13.0, 14.0, 26.0, 38.0, 52.0, 64.0, 78.0, 81.0, 85.0, 88.0, 91.0, 95.0, 96.0, 97.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-38,RES1.USACE_Wilmington.contents.one_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 11.0, 24.0, 36.0, 43.0, 46.0, 52.0, 59.0, 66.0, 73.0, 80.0, 87.0, 88.0, 90.0, 92.0, 94.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-39,RES1.USACE_Wilmington.contents.one_story_with_1/2_living_area_below-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 11.0, 16.0, 20.0, 24.0, 28.0, 30.0, 32.0, 38.0, 46.0, 54.0, 63.0, 72.0, 82.0, 85.0, 89.0, 92.0, 95.0, 96.0, 97.0, 98.0, 98.0, 99.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-40,RES1.USACE_Wilmington.contents.one_story_with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"10.0, 12.0, 13.0, 13.0, 20.0, 34.0, 48.0, 52.0, 64.0, 78.0, 81.0, 85.0, 88.0, 91.0, 95.0, 96.0, 98.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-41,RES1.USACE_Wilmington.contents.split_level-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 15.0, 21.0, 25.0, 32.0, 44.0, 50.0, 55.0, 61.0, 66.0, 72.0, 75.0, 79.0, 83.0, 87.0, 91.0, 94.0, 94.0, 95.0, 96.0, 97.0, 98.0, 99.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-42,RES1.USACE_Wilmington.contents.two_story.pile_foundation-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"6.0, 7.0, 8.0, 9.0, 10.0, 19.0, 29.0, 38.0, 45.0, 53.0, 55.0, 57.0, 59.0, 61.0, 63.0, 67.0, 71.0, 75.0, 78.0, 82.0, 86.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-43,RES1.USACE_Wilmington.contents.two_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.0, 18.0, 26.0, 30.0, 40.0, 50.0, 52.0, 53.0, 55.0, 56.0, 58.0, 63.0, 68.0, 72.0, 77.0, 82.0, 86.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-44,RES1.USACE_Wilmington.contents.two_story_with_1/2_living_area_below-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 1.0, 7.0, 10.0, 13.0, 15.0, 18.0, 19.0, 21.0, 25.0, 33.0, 40.0, 47.0, 54.0, 56.0, 59.0, 62.0, 65.0, 67.0, 71.0, 75.0, 79.0, 83.0, 87.0, 91.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-45,RES2.FIA.contents.mobile_home.a_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 27.0, 49.0, 64.0, 70.0, 76.0, 78.0, 79.0, 81.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-46,RES2.FIA.contents.mobile_home.v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 27.0, 50.0, 65.0, 71.0, 76.0, 78.0, 79.0, 81.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-47,RES2.USACE_Chicago.contents.mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 27.0, 49.0, 64.0, 70.0, 76.0, 78.0, 79.0, 81.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0, 83.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-48,RES2.USACE_Galveston.contents.mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 23.0, 36.0, 43.0, 55.0, 66.0, 78.0, 86.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-49,RES2.USACE_New-Orleans.contents.mobile_home.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 39.0, 54.0, 75.0, 77.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0, 85.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-50,RES2.USACE_New-Orleans.contents.mobile_home.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-51,RES2.USACE_Wilmington.contents.mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.0, 22.0, 32.0, 37.0, 50.0, 63.0, 74.0, 82.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-52,RES3.USACE_Chicago.contents.apartment_unit_grade-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 12.0, 24.0, 33.0, 35.0, 37.0, 41.0, 45.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-53,RES3.USACE_Chicago.contents.apartment_unit_sub_grade-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 6.0, 7.0, 8.0, 15.0, 19.0, 22.0, 28.0, 33.0, 39.0, 43.0, 49.0, 54.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-54,RES3.USACE_Galveston.contents.apartment.living_area_on_one_floor-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.0, 34.0, 44.0, 55.0, 67.0, 77.0, 87.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-55,RES3.USACE_Galveston.contents.condominium.living_area_on_multiple_floors-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.0, 24.0, 34.0, 40.0, 47.0, 53.0, 56.0, 58.0, 58.0, 58.0, 61.0, 66.0, 68.0, 76.0, 81.0, 86.0, 91.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-56,RES4.USACE_Galveston.contents.average_hotel/motel.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 19.0, 25.0, 29.0, 34.0, 39.0, 44.0, 49.0, 56.0, 65.0, 74.0, 82.0, 88.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-57,RES4.USACE_Galveston.contents.hotel.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 22.0, 28.0, 33.0, 37.0, 41.0, 44.0, 46.0, 49.0, 54.0, 60.0, 69.0, 81.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-58,RES4.USACE_Galveston.contents.motel_unit.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 16.0, 21.0, 25.0, 30.0, 36.0, 43.0, 52.0, 63.0, 76.0, 88.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-59,RES5.USACE_Galveston.contents.average_institutional_dormitory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 60.0, 73.0, 81.0, 88.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-60,RES6.USACE_Galveston.contents.nursing_home.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 60.0, 73.0, 81.0, 88.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-61,COM1.USACE_Galveston.contents.average_retail_trade_equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 26.0, 42.0, 56.0, 68.0, 78.0, 83.0, 85.0, 87.0, 88.0, 89.0, 90.0, 91.0, 92.0, 92.0, 92.0, 93.0, 93.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-62,COM1.USACE_Galveston.contents.antique.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 75.0, 78.0, 85.0, 90.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-63,COM1.USACE_Galveston.contents.appliance_sales.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 16.0, 28.0, 58.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-64,COM1.USACE_Galveston.contents.appliance_sales.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 83.0, 91.0, 94.0, 95.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-65,COM1.USACE_Galveston.contents.large_auto_dealer.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 50.0, 90.0, 95.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-66,COM1.USACE_Galveston.contents.bait_stand.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 7.0, 11.0, 16.0, 22.0, 29.0, 36.0, 44.0, 52.0, 60.0, 69.0, 79.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-67,COM1.USACE_Galveston.contents.bakery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 14.0, 35.0, 70.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-68,COM1.USACE_Galveston.contents.bakery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 55.0, 65.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-69,COM1.USACE_Galveston.contents.boat_sales/service.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 41.0, 65.0, 83.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-70,COM1.USACE_Galveston.contents.boat_sales/service.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 13.0, 24.0, 43.0, 82.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-71,COM1.USACE_Galveston.contents.book_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 7.0, 14.0, 21.0, 27.0, 35.0, 42.0, 49.0, 57.0, 65.0, 73.0, 82.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-72,COM1.USACE_Galveston.contents.camera_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 18.0, 33.0, 65.0, 88.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-73,COM1.USACE_Galveston.contents.carpet_and_paint_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-74,COM1.USACE_Galveston.contents.carpet_and_paint_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 80.0, 95.0, 97.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-75,COM1.USACE_Galveston.contents.mens_clothing.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 32.0, 41.0, 60.0, 78.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-76,COM1.USACE_Galveston.contents.mens_clothing.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.0, 37.0, 50.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-77,COM1.USACE_Galveston.contents.crafts.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-78,COM1.USACE_Galveston.contents.crafts.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 30.0, 50.0, 70.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-79,COM1.USACE_Galveston.contents.chain_drug_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-80,COM1.USACE_Galveston.contents.fabric_store.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 30.0, 40.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-81,COM1.USACE_Galveston.contents.fabric_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 30.0, 50.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-82,COM1.USACE_Galveston.contents.feed_store.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-83,COM1.USACE_Galveston.contents.feed_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 15.0, 15.0, 15.0, 25.0, 25.0, 25.0, 25.0, 50.0, 50.0, 50.0, 50.0, 75.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-84,COM1.USACE_Galveston.contents.florist.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 49.0, 60.0, 75.0, 78.0, 79.0, 82.0, 85.0, 89.0, 93.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-85,COM1.USACE_Galveston.contents.florist.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 50.0, 85.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-86,COM1.USACE_Galveston.contents.fruit_stand.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 45.0, 80.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-87,COM1.USACE_Galveston.contents.large_furniture_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-88,COM1.USACE_Galveston.contents.gas/butane_supply.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 46.0, 65.0, 75.0, 81.0, 86.0, 90.0, 94.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-89,COM1.USACE_Galveston.contents.gift_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 54.0, 63.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-90,COM1.USACE_Galveston.contents.greenhouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 34.0, 50.0, 66.0, 80.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-91,COM1.USACE_Galveston.contents.greenhouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 66.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-92,COM1.USACE_Galveston.contents.small_grocery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 20.0, 20.0, 20.0, 20.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-93,COM1.USACE_Galveston.contents.small_grocery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 35.0, 50.0, 65.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-94,COM1.USACE_Galveston.contents.medium_grocery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.0, 80.0, 90.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-95,COM1.USACE_Galveston.contents.medium_grocery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.0, 22.0, 44.0, 74.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-96,COM1.USACE_Galveston.contents.gun_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 30.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-97,COM1.USACE_Galveston.contents.gun_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 22.0, 39.0, 58.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-98,COM1.USACE_Galveston.contents.hardware.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 12.0, 20.0, 29.0, 40.0, 50.0, 59.0, 67.0, 75.0, 84.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-99,COM1.USACE_Galveston.contents.hardware.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 33.0, 52.0, 70.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-100,COM1.USACE_Galveston.contents.hobby_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 56.0, 87.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-101,COM1.USACE_Galveston.contents.hobby_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 49.0, 64.0, 77.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-102,COM1.USACE_Galveston.contents.lawnmower.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 24.0, 46.0, 57.0, 65.0, 72.0, 79.0, 86.0, 91.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-103,COM1.USACE_Galveston.contents.lawnmower.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-104,COM1.USACE_Galveston.contents.liquor_store.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 2.0, 4.0, 9.0, 16.0, 84.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-105,COM1.USACE_Galveston.contents.liquor_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 81.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-106,COM1.USACE_Galveston.contents.meat_market.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 78.0, 81.0, 84.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-107,COM1.USACE_Galveston.contents.meat_market.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-108,COM1.USACE_Galveston.contents.motorcycle_dealer.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-109,COM1.USACE_Galveston.contents.motorcycle_dealer.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 45.0, 65.0, 85.0, 85.0, 85.0, 85.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-110,COM1.USACE_Galveston.contents.music_center.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 52.0, 72.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-111,COM1.USACE_Galveston.contents.music_center.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 66.0, 72.0, 75.0, 80.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-112,COM1.USACE_Galveston.contents.plant_nursery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 4.0, 4.0, 8.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-113,COM1.USACE_Galveston.contents.plant_nursery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 20.0, 79.0, 88.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-114,COM1.USACE_Galveston.contents.paint_store.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 25.0, 30.0, 35.0, 40.0, 45.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-115,COM1.USACE_Galveston.contents.paint_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 70.0, 73.0, 76.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-116,COM1.USACE_Galveston.contents.pawn_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 60.0, 70.0, 70.0, 70.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-117,COM1.USACE_Galveston.contents.pawn_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-118,COM1.USACE_Galveston.contents.remnant_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-119,COM1.USACE_Galveston.contents.remnant_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 80.0, 90.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-120,COM1.USACE_Galveston.contents.service_station.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 39.0, 59.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-121,COM1.USACE_Galveston.contents.service_station.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 42.0, 62.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-122,COM1.USACE_Galveston.contents.shoe_repair.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 28.0, 38.0, 41.0, 44.0, 47.0, 47.0, 47.0, 47.0, 47.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-123,COM1.USACE_Galveston.contents.shoe_repair.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 23.0, 35.0, 48.0, 60.0, 74.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-124,COM1.USACE_Galveston.contents.toy_store.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 40.0, 70.0, 85.0, 90.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-125,COM1.USACE_Galveston.contents.tractor_sales.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 2.0, 4.0, 18.0, 28.0, 36.0, 44.0, 48.0, 52.0, 56.0, 60.0, 65.0, 70.0, 74.0, 79.0, 84.0, 88.0, 93.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-126,COM1.USACE_Galveston.contents.tractor_sales.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 17.0, 29.0, 44.0, 59.0, 70.0, 77.0, 81.0, 84.0, 88.0, 92.0, 95.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-127,COM1.USACE_Galveston.contents.trailer_sales.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 18.0, 37.0, 60.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-128,COM1.USACE_Galveston.contents.trophy_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 35.0, 38.0, 56.0, 60.0, 60.0, 60.0, 60.0, 60.0, 61.0, 62.0, 64.0, 66.0, 68.0, 71.0, 76.0, 84.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-129,COM1.USACE_Galveston.contents.trophy_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 1.0, 5.0, 12.0, 31.0, 66.0, 82.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-130,COM1.USACE_Galveston.contents.upholstery_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 10.0, 10.0, 10.0, 30.0, 35.0, 40.0, 45.0, 50.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-131,COM1.USACE_Galveston.contents.upholstery_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 30.0, 40.0, 45.0, 50.0, 53.0, 56.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-132,COM1.USACE_Galveston.contents.used_appliances/cloth.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 50.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-133,COM1.USACE_Galveston.contents.used_appliances/cloth.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 35.0, 40.0, 50.0, 60.0, 80.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-134,COM1.USACE_Galveston.contents.used_furniture.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-135,COM1.USACE_Galveston.contents.used_furniture.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 45.0, 65.0, 80.0, 80.0, 85.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-136,COM1.USACE_Galveston.contents.vacuum_cleaner_sales.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 25.0, 30.0, 35.0, 40.0, 40.0, 40.0, 60.0, 60.0, 60.0, 60.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-137,COM1.USACE_Galveston.contents.vacuum_cleaner_sales.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 70.0, 80.0, 90.0, 95.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-138,COM1.USACE_Galveston.contents.video_games.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 10.0, 20.0, 30.0, 45.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 75.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-139,COM1.USACE_Galveston.contents.video_games.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-140,COM1.USACE_New-Orleans.contents.bakery.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-141,COM1.USACE_New-Orleans.contents.bakery.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-142,COM1.USACE_New-Orleans.contents.candy_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-143,COM1.USACE_New-Orleans.contents.candy_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-144,COM1.USACE_New-Orleans.contents.clothing_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-145,COM1.USACE_New-Orleans.contents.clothing_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 48.0, 54.0, 54.0, 55.0, 55.0, 55.0, 55.0, 55.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-146,COM1.USACE_New-Orleans.contents.convenience_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-147,COM1.USACE_New-Orleans.contents.convenience_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-148,COM1.USACE_New-Orleans.contents.department_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-149,COM1.USACE_New-Orleans.contents.department_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 48.0, 54.0, 54.0, 55.0, 55.0, 55.0, 55.0, 55.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-150,COM1.USACE_New-Orleans.contents.furniture_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-151,COM1.USACE_New-Orleans.contents.furniture_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 48.0, 54.0, 54.0, 55.0, 55.0, 55.0, 55.0, 55.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-152,COM1.USACE_New-Orleans.contents.gas_stations.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-153,COM1.USACE_New-Orleans.contents.gas_stations.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-154,COM1.USACE_New-Orleans.contents.large_grocery.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-155,COM1.USACE_New-Orleans.contents.large_grocery.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-156,COM1.USACE_New-Orleans.contents.neighborhood_grocery.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-157,COM1.USACE_New-Orleans.contents.neighborhood_grocery.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-158,COM1.USACE_New-Orleans.contents.home_repair_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-159,COM1.USACE_New-Orleans.contents.home_repair_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 45.0, 60.0, 65.0, 86.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-160,COM1.USACE_New-Orleans.contents.liquor_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-161,COM1.USACE_New-Orleans.contents.liquor_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-162,COM1.USACE_New-Orleans.contents.shoe_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-163,COM1.USACE_New-Orleans.contents.shoe_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 48.0, 54.0, 54.0, 55.0, 55.0, 55.0, 55.0, 55.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-164,COM1.USACE_New-Orleans.contents.wine_store.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-165,COM1.USACE_New-Orleans.contents.wine_store.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 74.0, 81.0, 85.0, 88.0, 96.0, 96.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-166,COM2.USACE_Galveston.contents.average_wholesale_trade-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.0, 16.0, 27.0, 36.0, 49.0, 57.0, 63.0, 69.0, 72.0, 76.0, 80.0, 82.0, 84.0, 86.0, 87.0, 87.0, 88.0, 89.0, 89.0, 89.0, 89.0, 89.0, 89.0, 89.0, 89.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-167,COM2.USACE_Galveston.contents.auto_parts.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 18.0, 30.0, 59.0, 70.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-168,COM2.USACE_Galveston.contents.auto_parts/mufflers.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 40.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-169,COM2.USACE_Galveston.contents.heavy_equipment_storage.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 14.0, 17.0, 20.0, 23.0, 25.0, 29.0, 35.0, 38.0, 42.0, 51.0, 63.0, 77.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-170,COM2.USACE_Galveston.contents.food_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 40.0, 55.0, 70.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-171,COM2.USACE_Galveston.contents.highway_material_storage.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 5.0, 10.0, 10.0, 25.0, 25.0, 50.0, 50.0, 50.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-172,COM2.USACE_Galveston.contents.jewelry.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 7.0, 15.0, 24.0, 33.0, 39.0, 45.0, 51.0, 56.0, 61.0, 65.0, 70.0, 74.0, 79.0, 83.0, 87.0, 92.0, 95.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-173,COM2.USACE_Galveston.contents.lumber_yard.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 30.0, 45.0, 60.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-174,COM2.USACE_Galveston.contents.medical_supplies.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-175,COM2.USACE_Galveston.contents.medical_supplies.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 20.0, 27.0, 35.0, 43.0, 50.0, 57.0, 65.0, 73.0, 80.0, 88.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-176,COM2.USACE_Galveston.contents.municipal_storage_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 40.0, 58.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-177,COM2.USACE_Galveston.contents.municipal_storage_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 16.0, 19.0, 21.0, 23.0, 28.0, 35.0, 47.0, 67.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-178,COM2.USACE_Galveston.contents.paper_products_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 22.0, 42.0, 58.0, 75.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-179,COM2.USACE_Galveston.contents.paper_products_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 27.0, 36.0, 44.0, 52.0, 59.0, 67.0, 73.0, 80.0, 90.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-180,COM2.USACE_Galveston.contents.safety_equipment.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 25.0, 37.0, 50.0, 62.0, 75.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-181,COM2.USACE_Galveston.contents.safety_equipment.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 25.0, 37.0, 50.0, 62.0, 75.0, 85.0, 93.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-182,COM2.USACE_Galveston.contents.sporting_goods.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-183,COM2.USACE_Galveston.contents.sporting_goods.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 30.0, 50.0, 53.0, 55.0, 57.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-184,COM2.USACE_Galveston.contents.sporting_goods_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 50.0, 63.0, 75.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-185,COM2.USACE_Galveston.contents.sporting_goods_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 50.0, 63.0, 75.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-186,COM2.USACE_Galveston.contents.storage_chemicals.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 15.0, 20.0, 25.0, 35.0, 45.0, 55.0, 65.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-187,COM2.USACE_Galveston.contents.storage_chemicals.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 20.0, 30.0, 40.0, 50.0, 60.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-188,COM2.USACE_Galveston.contents.storage_machine_parts.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 30.0, 40.0, 50.0, 50.0, 50.0, 75.0, 75.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-189,COM2.USACE_Galveston.contents.t.v._station.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 9.0, 9.0, 9.0, 9.0, 11.0, 13.0, 15.0, 18.0, 22.0, 26.0, 30.0, 35.0, 43.0, 54.0, 70.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-190,COM2.USACE_Galveston.contents.t.v._repair.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.0, 10.0, 11.0, 13.0, 16.0, 21.0, 27.0, 34.0, 42.0, 52.0, 63.0, 74.0, 86.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-191,COM2.USACE_Galveston.contents.t.v._repair.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-192,COM2.USACE_Galveston.contents.trailer_parts.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 50.0, 50.0, 50.0, 50.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-193,COM2.USACE_Galveston.contents.trailer_parts.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 16.0, 28.0, 32.0, 40.0, 43.0, 46.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-194,COM2.USACE_Galveston.contents.warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 16.0, 19.0, 21.0, 23.0, 28.0, 35.0, 47.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-195,COM2.USACE_Galveston.contents.beer_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 40.0, 55.0, 70.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-196,COM2.USACE_Galveston.contents.beer_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-197,COM2.USACE_Galveston.contents.bottled_gases_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 35.0, 50.0, 50.0, 50.0, 60.0, 60.0, 60.0, 60.0, 60.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-198,COM2.USACE_Galveston.contents.bottled_gases_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-199,COM2.USACE_Galveston.contents.cement_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-200,COM2.USACE_Galveston.contents.detergents_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 10.0, 15.0, 20.0, 25.0, 35.0, 35.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-201,COM2.USACE_Galveston.contents.detergents_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-202,COM2.USACE_Galveston.contents.heavy_machinery_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 11.0, 17.0, 20.0, 23.0, 25.0, 29.0, 35.0, 42.0, 51.0, 63.0, 77.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-203,COM2.USACE_Galveston.contents.heavy_machinery_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 25.0, 25.0, 35.0, 40.0, 50.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 85.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-204,COM2.USACE_Galveston.contents.petroleum_warehouse.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 35.0, 50.0, 50.0, 50.0, 50.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-205,COM2.USACE_Galveston.contents.petroleum_warehouse.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 40.0, 60.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-206,COM2.USACE_Galveston.contents.western_auto.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 8.0, 16.0, 59.0, 65.0, 70.0, 73.0, 77.0, 81.0, 84.0, 87.0, 90.0, 93.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-207,COM2.USACE_Galveston.contents.western_auto.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 50.0, 75.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-208,COM2.USACE_New-Orleans.contents.warehouse.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 53.0, 70.0, 80.0, 96.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-209,COM2.USACE_New-Orleans.contents.warehouse.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.0, 31.0, 40.0, 45.0, 49.0, 54.0, 58.0, 63.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-210,COM2.USACE_St-Paul.contents.warehouse.fresh_water-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 15.0, 31.0, 43.0, 53.0, 61.0, 67.0, 71.0, 73.0, 76.0, 77.0, 78.0, 79.0, 80.0, 81.0, 82.0, 83.0, 84.0, 85.0, 86.0, 87.0, 88.0, 89.0, 90.0, 91.0, 92.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-211,COM3.USACE_Galveston.contents.average_personal/repair_services.invetory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.0, 29.0, 46.0, 67.0, 79.0, 85.0, 91.0, 92.0, 92.0, 93.0, 94.0, 96.0, 96.0, 97.0, 97.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-212,COM3.USACE_Galveston.contents.auto_repair.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 56.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-213,COM3.USACE_Galveston.contents.auto_repair.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 50.0, 80.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-214,COM3.USACE_Galveston.contents.auto_service.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 40.0, 60.0, 85.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-215,COM3.USACE_Galveston.contents.barber_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 22.0, 29.0, 37.0, 48.0, 62.0, 78.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-216,COM3.USACE_Galveston.contents.barber_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 50.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-217,COM3.USACE_Galveston.contents.beauty_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 70.0, 87.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-218,COM3.USACE_Galveston.contents.beauty_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 18.0, 31.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-219,COM3.USACE_Galveston.contents.boat_service.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 12.0, 20.0, 29.0, 40.0, 50.0, 59.0, 67.0, 75.0, 84.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-220,COM3.USACE_Galveston.contents.boat_service.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 33.0, 52.0, 70.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-221,COM3.USACE_Galveston.contents.car_wash.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 25.0, 40.0, 50.0, 60.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-222,COM3.USACE_Galveston.contents.car_wash.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-223,COM3.USACE_Galveston.contents.cemetary_complex.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 34.0, 76.0, 88.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-224,COM3.USACE_Galveston.contents.cemetary_complex.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 92.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-225,COM3.USACE_Galveston.contents.cleaners.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 50.0, 75.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-226,COM3.USACE_Galveston.contents.cleaners_substation.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 4.0, 10.0, 75.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-227,COM3.USACE_Galveston.contents.cleaners_substation.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 49.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-228,COM3.USACE_Galveston.contents.private_day_care.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-229,COM3.USACE_Galveston.contents.private_day_care.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-230,COM3.USACE_Galveston.contents.funeral_home.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 60.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-231,COM3.USACE_Galveston.contents.laundry.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 10.0, 13.0, 16.0, 19.0, 22.0, 27.0, 33.0, 40.0, 47.0, 56.0, 65.0, 74.0, 84.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-232,COM3.USACE_Galveston.contents.photo_studio.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 10.0, 10.0, 10.0, 60.0, 60.0, 60.0, 60.0, 60.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-233,COM3.USACE_Galveston.contents.photo_studio.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 80.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-234,COM3.USACE_Galveston.contents.truck_mfg_&_sales.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 65.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-235,COM3.USACE_Galveston.contents.truck_mfg_&_sales.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 34.0, 50.0, 57.0, 65.0, 71.0, 76.0, 80.0, 88.0, 89.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-236,COM3.USACE_Galveston.contents.washateria.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 55.0, 78.0, 83.0, 86.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-237,COM3.USACE_New-Orleans.contents.auto_repair.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-238,COM3.USACE_New-Orleans.contents.auto_repair.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 45.0, 60.0, 65.0, 86.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-239,COM3.USACE_New-Orleans.contents.barber_shop.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-240,COM3.USACE_New-Orleans.contents.barber_shop.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 48.0, 54.0, 54.0, 55.0, 55.0, 55.0, 55.0, 55.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-241,COM3.USACE_New-Orleans.contents.beauty_salon.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-242,COM3.USACE_New-Orleans.contents.beauty_salon.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 48.0, 54.0, 54.0, 55.0, 55.0, 55.0, 55.0, 55.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-243,COM3.USACE_New-Orleans.contents.funeral_home.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-244,COM3.USACE_New-Orleans.contents.funeral_home.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-245,COM3.USACE_New-Orleans.contents.laundromat.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-246,COM3.USACE_New-Orleans.contents.laundromat.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 48.0, 54.0, 54.0, 55.0, 55.0, 55.0, 55.0, 55.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-247,COM3.USACE_New-Orleans.contents.reupholstery.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-248,COM3.USACE_New-Orleans.contents.reupholstery.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 45.0, 60.0, 65.0, 86.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-249,COM3.USACE_New-Orleans.contents.watch_repair.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-250,COM3.USACE_New-Orleans.contents.watch_repair.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 45.0, 60.0, 65.0, 86.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0, 94.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-251,COM4.USACE_Galveston.contents.average_prof/tech_services.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 18.0, 25.0, 35.0, 43.0, 49.0, 52.0, 55.0, 57.0, 58.0, 60.0, 65.0, 67.0, 68.0, 69.0, 70.0, 71.0, 71.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-252,COM4.USACE_Galveston.contents.airport.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-253,COM4.USACE_Galveston.contents.airport.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 40.0, 48.0, 55.0, 75.0, 78.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-254,COM4.USACE_Galveston.contents.boat_stalls.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 6.0, 8.0, 11.0, 13.0, 15.0, 17.0, 19.0, 21.0, 22.0, 24.0, 25.0, 27.0, 28.0, 29.0, 31.0, 32.0, 33.0, 34.0, 35.0, 36.0, 37.0, 38.0, 39.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-255,COM4.USACE_Galveston.contents.boat_storage.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 1.0, 4.0, 7.0, 12.0, 18.0, 24.0, 32.0, 40.0, 48.0, 54.0, 58.0, 63.0, 66.0, 68.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-256,COM4.USACE_Galveston.contents.business.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 2.0, 6.0, 10.0, 15.0, 19.0, 24.0, 28.0, 33.0, 38.0, 44.0, 49.0, 55.0, 62.0, 69.0, 78.0, 86.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-257,COM4.USACE_Galveston.contents.import_sales.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-258,COM4.USACE_Galveston.contents.import_sales.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 65.0, 70.0, 75.0, 80.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-259,COM4.USACE_Galveston.contents.large_commercial_office.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 16.0, 21.0, 24.0, 25.0, 26.0, 28.0, 31.0, 36.0, 42.0, 50.0, 71.0, 84.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-260,COM4.USACE_Galveston.contents.real_estate_office.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 1.0, 9.0, 42.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-261,COM4.USACE_Galveston.contents.real_estate_office.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 25.0, 43.0, 63.0, 70.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-262,COM4.USACE_Galveston.contents.transport_comapny.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 75.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-263,COM4.USACE_Galveston.contents.utility_company.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 30.0, 40.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-264,COM4.USACE_Galveston.contents.utility_company.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 1.0, 1.0, 5.0, 7.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 15.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0, 16.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-265,COM4.USACE_Galveston.contents.water_supply.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-266,COM4.USACE_New-Orleans.contents.accounting_firm.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-267,COM4.USACE_New-Orleans.contents.accounting_firm.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-268,COM4.USACE_New-Orleans.contents.legal_office.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-269,COM4.USACE_New-Orleans.contents.legal_office.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-270,COM4.USACE_New-Orleans.contents.real_estate_office.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-271,COM4.USACE_New-Orleans.contents.real_estate_office.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-272,COM4.USACE_New-Orleans.contents.utility_company.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-273,COM4.USACE_New-Orleans.contents.utility_company.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 18.0, 50.0, 50.0, 52.0, 58.0, 58.0, 58.0, 58.0, 58.0, 59.0, 69.0, 70.0, 70.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0, 79.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-274,COM4.USACE_St-Paul.contents.professional.fresh_water-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 15.0, 31.0, 43.0, 53.0, 61.0, 67.0, 71.0, 73.0, 76.0, 77.0, 78.0, 79.0, 80.0, 81.0, 82.0, 83.0, 84.0, 85.0, 86.0, 87.0, 88.0, 89.0, 90.0, 91.0, 92.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-275,COM5.USACE_Galveston.contents.bank-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 50.0, 74.0, 83.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-276,COM5.USACE_Galveston.contents.bank.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 50.0, 60.0, 70.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-277,COM5.USACE_Galveston.contents.bank.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 50.0, 87.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-278,COM5.USACE_New-Orleans.contents.bank.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-279,COM5.USACE_New-Orleans.contents.bank.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-280,COM6.USACE_Galveston.contents.hospital-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 30.0, 65.0, 72.0, 78.0, 85.0, 95.0, 95.0, 95.0, 95.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-281,COM6.USACE_Galveston.contents.hospital.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 30.0, 40.0, 50.0, 60.0, 70.0, 80.0, 95.0, 95.0, 95.0, 95.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-282,COM6.USACE_Galveston.contents.hospital.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 80.0, 83.0, 86.0, 89.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-283,COM7.USACE_Galveston.contents.average_medical_offic/clinic.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 51.0, 60.0, 63.0, 67.0, 71.0, 72.0, 74.0, 77.0, 81.0, 86.0, 92.0, 94.0, 97.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-284,COM7.USACE_Galveston.contents.doctor's_office.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 7.0, 12.0, 15.0, 16.0, 18.0, 22.0, 27.0, 34.0, 43.0, 57.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-285,COM7.USACE_Galveston.contents.dentist's_office.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-286,COM7.USACE_Galveston.contents.dentist's_office.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 21.0, 40.0, 55.0, 70.0, 85.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-287,COM7.USACE_Galveston.contents.chiropractic_clinic.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 30.0, 30.0, 30.0, 31.0, 32.0, 35.0, 38.0, 42.0, 47.0, 54.0, 62.0, 72.0, 84.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-288,COM7.USACE_Galveston.contents.x_ray_service.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-289,COM7.USACE_New-Orleans.contents.medical_office.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-290,COM7.USACE_New-Orleans.contents.medical_office.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-291,COM7.USACE_New-Orleans.contents.dentist's_office.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-292,COM7.USACE_New-Orleans.contents.dentist's_office.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-293,COM8.USACE_Galveston.contents.average_entertainment/recreation.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 13.0, 45.0, 55.0, 64.0, 73.0, 77.0, 80.0, 82.0, 83.0, 85.0, 87.0, 89.0, 90.0, 91.0, 92.0, 93.0, 94.0, 95.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0, 96.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-294,COM8.USACE_Galveston.contents.fishing_party_boat.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 24.0, 24.0, 24.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-295,COM8.USACE_Galveston.contents.fishing_party_boat.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 40.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-296,COM8.USACE_Galveston.contents.bowling_alley.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 22.0, 25.0, 27.0, 27.0, 28.0, 30.0, 32.0, 35.0, 39.0, 45.0, 51.0, 58.0, 67.0, 76.0, 86.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-297,COM8.USACE_Galveston.contents.country_club.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 38.0, 41.0, 44.0, 47.0, 52.0, 56.0, 62.0, 67.0, 74.0, 80.0, 87.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-298,COM8.USACE_Galveston.contents.country_club.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 19.0, 27.0, 34.0, 42.0, 48.0, 55.0, 62.0, 68.0, 73.0, 78.0, 84.0, 89.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-299,COM8.USACE_Galveston.contents.physical_fitness.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 45.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-300,COM8.USACE_Galveston.contents.private_pool.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-301,COM8.USACE_Galveston.contents.private_club.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 45.0, 49.0, 52.0, 55.0, 59.0, 63.0, 68.0, 74.0, 85.0, 90.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-302,COM8.USACE_Galveston.contents.private_club.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 21.0, 28.0, 35.0, 41.0, 47.0, 54.0, 62.0, 71.0, 83.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-303,COM8.USACE_Galveston.contents.radio_station.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-304,COM8.USACE_Galveston.contents.recreation_facilities.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 10.0, 20.0, 30.0, 45.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 75.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-305,COM8.USACE_Galveston.contents.recreation_facilities.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-306,COM8.USACE_Galveston.contents.tavern.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 36.0, 62.0, 73.0, 88.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-307,COM8.USACE_Galveston.contents.tavern.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 42.0, 53.0, 78.0, 92.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-308,COM8.USACE_Galveston.contents.telephone_exchange.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-309,COM8.USACE_Galveston.contents.ymca_inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 33.0, 33.0, 33.0, 33.0, 33.0, 33.0, 33.0, 33.0, 33.0, 35.0, 35.0, 35.0, 36.0, 36.0, 37.0, 37.0, 38.0, 38.0, 39.0, 39.0, 40.0, 40.0, 40.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-310,COM8.USACE_Galveston.contents.cafeteria_restaurant.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 57.0, 70.0, 71.0, 75.0, 82.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-311,COM8.USACE_Galveston.contents.cafeteria_restaurant.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 73.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-312,COM8.USACE_Galveston.contents.drive_in_restaurant.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 82.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-313,COM8.USACE_Galveston.contents.drive_in_restaurant.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 52.0, 60.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-314,COM8.USACE_New-Orleans.contents.bowling_alley.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 83.0, 88.0, 93.0, 94.0, 94.0, 94.0, 94.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-315,COM8.USACE_New-Orleans.contents.bowling_alley.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 61.0, 81.0, 89.0, 90.0, 92.0, 92.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-316,COM8.USACE_New-Orleans.contents.fast_food_restaurant.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 83.0, 88.0, 93.0, 94.0, 94.0, 94.0, 94.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-317,COM8.USACE_New-Orleans.contents.fast_food_restaurant.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 61.0, 81.0, 89.0, 90.0, 92.0, 92.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-318,COM8.USACE_New-Orleans.contents.full_service_restaurant.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 83.0, 88.0, 93.0, 94.0, 94.0, 94.0, 94.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-319,COM8.USACE_New-Orleans.contents.full_service_restaurant.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 61.0, 81.0, 89.0, 90.0, 92.0, 92.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-320,COM8.USACE_New-Orleans.contents.lounge.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 83.0, 88.0, 93.0, 94.0, 94.0, 94.0, 94.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-321,COM8.USACE_New-Orleans.contents.lounge.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 61.0, 81.0, 89.0, 90.0, 92.0, 92.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-322,COM8.USACE_St-Paul.contents.recreation.fresh_water-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 15.0, 31.0, 43.0, 53.0, 61.0, 67.0, 71.0, 73.0, 76.0, 77.0, 78.0, 79.0, 80.0, 81.0, 82.0, 83.0, 84.0, 85.0, 86.0, 87.0, 88.0, 89.0, 90.0, 91.0, 92.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-323,COM9.USACE_Galveston.contents.theater.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 4.0, 6.0, 8.0, 9.0, 10.0, 12.0, 17.0, 22.0, 30.0, 41.0, 57.0, 66.0, 73.0, 79.0, 84.0, 90.0, 97.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-324,COM9.USACE_Galveston.contents.private_hall.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 8.0, 10.0, 12.0, 14.0, 18.0, 24.0, 32.0, 44.0, 60.0, 85.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-325,COM9.USACE_Galveston.contents.indoor_theater.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 4.0, 5.0, 6.0, 6.0, 6.0, 9.0, 12.0, 16.0, 22.0, 28.0, 37.0, 46.0, 57.0, 68.0, 80.0, 93.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-326,COM9.USACE_New-Orleans.contents.movie_theater.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 83.0, 88.0, 93.0, 94.0, 94.0, 94.0, 94.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-327,COM9.USACE_New-Orleans.contents.movie_theater.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 61.0, 81.0, 89.0, 90.0, 92.0, 92.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0, 98.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-328,COM10.USACE_Galveston.contents.garage.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 17.0, 20.0, 23.0, 25.0, 29.0, 35.0, 42.0, 51.0, 63.0, 77.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-329,IND1.USACE_Galveston.contents.average_heavy_industrial.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 24.0, 34.0, 41.0, 47.0, 52.0, 57.0, 60.0, 63.0, 64.0, 66.0, 68.0, 69.0, 72.0, 73.0, 73.0, 73.0, 74.0, 74.0, 74.0, 74.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-330,IND1.USACE_Galveston.contents.boiler_building.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 10.0, 10.0, 10.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-331,IND1.USACE_Galveston.contents.cabinet_shop_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 25.0, 30.0, 35.0, 40.0, 45.0, 50.0, 55.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-332,IND1.USACE_Galveston.contents.cabinet_shop_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 2.0, 4.0, 8.0, 10.0, 11.0, 12.0, 13.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-333,IND1.USACE_Galveston.contents.concrete_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 50.0, 51.0, 53.0, 54.0, 55.0, 55.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-334,IND1.USACE_Galveston.contents.door_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 25.0, 45.0, 70.0, 80.0, 90.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-335,IND1.USACE_Galveston.contents.door_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-336,IND1.USACE_Galveston.contents.engine_room.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 25.0, 30.0, 35.0, 40.0, 45.0, 50.0, 55.0, 65.0, 65.0, 65.0, 65.0, 65.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-337,IND1.USACE_Galveston.contents.fabrication_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 30.0, 40.0, 50.0, 60.0, 70.0, 75.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-338,IND1.USACE_Galveston.contents.heat_exchanger_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 22.0, 32.0, 40.0, 46.0, 52.0, 55.0, 58.0, 60.0, 63.0, 71.0, 80.0, 85.0, 91.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-339,IND1.USACE_Galveston.contents.heat_exchanger_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 15.0, 17.0, 19.0, 21.0, 23.0, 24.0, 26.0, 28.0, 29.0, 32.0, 34.0, 36.0, 38.0, 39.0, 41.0, 43.0, 45.0, 47.0, 49.0, 51.0, 53.0, 55.0, 57.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-340,IND1.USACE_Galveston.contents.lock_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 12.0, 20.0, 29.0, 40.0, 50.0, 59.0, 67.0, 75.0, 84.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-341,IND1.USACE_Galveston.contents.lock_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 8.0, 33.0, 52.0, 70.0, 75.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-342,IND1.USACE_Galveston.contents.lumber_mill.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 20.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-343,IND1.USACE_Galveston.contents.heavy_machine_shop.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 16.0, 24.0, 33.0, 41.0, 49.0, 58.0, 66.0, 74.0, 82.0, 91.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-344,IND1.USACE_Galveston.contents.heavy_machine_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 2.0, 5.0, 10.0, 15.0, 20.0, 25.0, 30.0, 40.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-345,IND1.USACE_Galveston.contents.light_machine_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 12.0, 18.0, 27.0, 35.0, 42.0, 42.0, 42.0, 55.0, 55.0, 55.0, 65.0, 65.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0, 70.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-346,IND1.USACE_Galveston.contents.metal_coatings_serv.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 32.0, 50.0, 63.0, 75.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-347,IND1.USACE_Galveston.contents.metal_coatings_serv.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-348,IND1.USACE_Galveston.contents.pipe_threader_facility.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 25.0, 50.0, 50.0, 50.0, 50.0, 75.0, 75.0, 75.0, 75.0, 90.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-349,IND1.USACE_Galveston.contents.pressure_test_facility.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 20.0, 25.0, 25.0, 30.0, 30.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-350,IND1.USACE_Galveston.contents.metal_recycling.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 20.0, 20.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-351,IND1.USACE_Galveston.contents.machine_research_lab.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 25.0, 30.0, 35.0, 40.0, 42.0, 44.0, 46.0, 48.0, 50.0, 50.0, 50.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-352,IND1.USACE_Galveston.contents.machine_research_lab.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 40.0, 60.0, 80.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-353,IND1.USACE_Galveston.contents.scale_bldg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 15.0, 25.0, 40.0, 50.0, 75.0, 85.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-354,IND1.USACE_Galveston.contents.welding_machine.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 1.0, 6.0, 15.0, 18.0, 20.0, 21.0, 22.0, 24.0, 27.0, 30.0, 33.0, 37.0, 41.0, 45.0, 49.0, 54.0, 59.0, 63.0, 68.0, 72.0, 76.0, 80.0, 84.0, 88.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-355,IND2.USACE_Galveston.contents.average_light_industrial.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 9.0, 23.0, 35.0, 44.0, 52.0, 58.0, 62.0, 65.0, 68.0, 70.0, 73.0, 74.0, 77.0, 78.0, 78.0, 79.0, 80.0, 80.0, 80.0, 80.0, 81.0, 81.0, 81.0, 81.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-356,IND2.USACE_Galveston.contents.battery_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 30.0, 40.0, 60.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-357,IND2.USACE_Galveston.contents.battery_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 15.0, 15.0, 20.0, 20.0, 25.0, 25.0, 30.0, 30.0, 30.0, 30.0, 40.0, 40.0, 40.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-358,IND2.USACE_Galveston.contents.control_bldg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 75.0, 85.0, 85.0, 90.0, 90.0, 90.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-359,IND2.USACE_Galveston.contents.electronic_equip_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-360,IND2.USACE_Galveston.contents.electronic_equip_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 40.0, 55.0, 70.0, 85.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-361,IND2.USACE_Galveston.contents.frame_shop.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 16.0, 45.0, 80.0, 88.0, 93.0, 95.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-362,IND2.USACE_Galveston.contents.furniture_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-363,IND2.USACE_Galveston.contents.furniture_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 50.0, 60.0, 70.0, 80.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-364,IND2.USACE_Galveston.contents.instrument_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 7.0, 13.0, 20.0, 27.0, 34.0, 42.0, 48.0, 57.0, 71.0, 80.0, 85.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-365,IND2.USACE_Galveston.contents.instrument_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 50.0, 61.0, 73.0, 82.0, 90.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-366,IND2.USACE_Galveston.contents.leather_goods_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 6.0, 9.0, 12.0, 15.0, 18.0, 21.0, 24.0, 27.0, 30.0, 33.0, 36.0, 39.0, 42.0, 45.0, 48.0, 51.0, 54.0, 57.0, 60.0, 63.0, 66.0, 69.0, 72.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-367,IND2.USACE_Galveston.contents.leather_goods_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 7.0, 12.0, 16.0, 20.0, 23.0, 26.0, 27.0, 29.0, 30.0, 30.0, 36.0, 39.0, 41.0, 44.0, 46.0, 49.0, 51.0, 54.0, 57.0, 60.0, 63.0, 66.0, 69.0, 72.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-368,IND2.USACE_Galveston.contents.industrial_loading_dock.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 25.0, 40.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-369,IND2.USACE_Galveston.contents.industrial_loading_dock.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 20.0, 20.0, 20.0, 20.0, 20.0, 30.0, 30.0, 30.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-370,IND2.USACE_Galveston.contents.locker_bldg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 5.0, 25.0, 55.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-371,IND2.USACE_Galveston.contents.maint_bldg_mfg_facilility.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 15.0, 20.0, 25.0, 35.0, 45.0, 45.0, 45.0, 45.0, 50.0, 50.0, 50.0, 55.0, 55.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-372,IND2.USACE_Galveston.contents.newspaper_print_plant.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 8.0, 11.0, 13.0, 16.0, 20.0, 25.0, 31.0, 39.0, 48.0, 59.0, 70.0, 82.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-373,IND2.USACE_Galveston.contents.newspaper_sales_office.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 4.0, 9.0, 18.0, 33.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-374,IND2.USACE_Galveston.contents.newspaper_sales_office.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 46.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-375,IND2.USACE_Galveston.contents.manuf_facility_office.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 30.0, 40.0, 50.0, 60.0, 70.0, 80.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-376,IND2.USACE_Galveston.contents.manuf_facility_office.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 16.0, 21.0, 30.0, 40.0, 45.0, 50.0, 60.0, 75.0, 85.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-377,IND2.USACE_Galveston.contents.commercial_printing.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-378,IND2.USACE_Galveston.contents.commercial_printing.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 35.0, 50.0, 70.0, 73.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-379,IND3.USACE_Galveston.contents.average_food/drugs/chemicals.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 20.0, 41.0, 51.0, 62.0, 67.0, 71.0, 73.0, 76.0, 78.0, 79.0, 82.0, 83.0, 84.0, 86.0, 87.0, 87.0, 88.0, 88.0, 88.0, 88.0, 88.0, 88.0, 88.0, 88.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-380,IND3.USACE_Galveston.contents.chemical_plant.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 44.0, 52.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0, 92.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-381,IND3.USACE_Galveston.contents.chemical_plant.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-382,IND3.USACE_Galveston.contents.chemical_plant_bonding.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0, 69.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-383,IND3.USACE_Galveston.contents.chemical_plant_bonding.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-384,IND3.USACE_Galveston.contents.chemical_refinery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 4.0, 45.0, 60.0, 75.0, 90.0, 93.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-385,IND3.USACE_Galveston.contents.chemical_refinery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-386,IND3.USACE_Galveston.contents.deodorizer_bldg_chemical.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 15.0, 20.0, 20.0, 20.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0, 25.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-387,IND3.USACE_Galveston.contents.deodorizer_bldg_chem.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 75.0, 90.0, 90.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-388,IND3.USACE_Galveston.contents.feed_mill.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-389,IND3.USACE_Galveston.contents.feed_mill.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 22.0, 24.0, 26.0, 28.0, 30.0, 30.0, 30.0, 30.0, 30.0, 30.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-390,IND3.USACE_Galveston.contents.food_processor.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 27.0, 33.0, 40.0, 50.0, 60.0, 70.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-391,IND3.USACE_Galveston.contents.food_processor.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-392,IND3.USACE_Galveston.contents.chemical_laboratory.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 25.0, 50.0, 50.0, 60.0, 70.0, 80.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-393,IND3.USACE_Galveston.contents.chemical_laboratory.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 43.0, 60.0, 60.0, 60.0, 60.0, 70.0, 70.0, 80.0, 80.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-394,IND3.USACE_Galveston.contents.detergent_manuf._facility.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 16.0, 21.0, 24.0, 25.0, 26.0, 28.0, 31.0, 36.0, 42.0, 50.0, 71.0, 84.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-395,IND3.USACE_Galveston.contents.detergent_manuf._facility.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 40.0, 55.0, 70.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-396,IND3.USACE_Galveston.contents.meat_packing.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 30.0, 30.0, 70.0, 75.0, 85.0, 90.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-397,IND3.USACE_Galveston.contents.meat_packing.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-398,IND3.USACE_Galveston.contents.detergent_mixer_bldg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 25.0, 25.0, 25.0, 25.0, 25.0, 35.0, 35.0, 45.0, 45.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0, 55.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-399,IND3.USACE_Galveston.contents.detergent_mixer_bldg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-400,IND3.USACE_Galveston.contents.plastic_mfg.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 30.0, 40.0, 50.0, 60.0, 70.0, 80.0, 90.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-401,IND3.USACE_Galveston.contents.plastic_mfg.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 30.0, 40.0, 47.0, 55.0, 62.0, 67.0, 72.0, 77.0, 80.0, 92.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-402,IND3.USACE_Galveston.contents.caustic_materials_refinery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 50.0, 75.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-403,IND3.USACE_Galveston.contents.caustic_materials_refinery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 30.0, 30.0, 40.0, 40.0, 50.0, 50.0, 60.0, 60.0, 70.0, 70.0, 80.0, 80.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-404,IND4.USACE_Galveston.contents.average_metals/minerals_processing.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 15.0, 20.0, 26.0, 31.0, 37.0, 40.0, 44.0, 48.0, 53.0, 56.0, 57.0, 60.0, 62.0, 63.0, 63.0, 63.0, 64.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-405,IND4.USACE_Galveston.contents.foundry.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 17.0, 24.0, 29.0, 34.0, 38.0, 43.0, 45.0, 50.0, 58.0, 62.0, 67.0, 70.0, 75.0, 78.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0, 82.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-406,IND4.USACE_Galveston.contents.foundry.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 11.0, 16.0, 19.0, 21.0, 23.0, 28.0, 35.0, 47.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-407,IND4.USACE_Galveston.contents.lead_refinery.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 30.0, 40.0, 50.0, 60.0, 70.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-408,IND4.USACE_Galveston.contents.lead_refinery.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 16.0, 21.0, 30.0, 40.0, 45.0, 50.0, 60.0, 75.0, 85.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-409,IND4.USACE_Galveston.contents.sand_&_gravel.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 5.0, 10.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0, 15.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-410,IND4.USACE_Galveston.contents.sand_&_gravel.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 1.0, 3.0, 6.0, 10.0, 13.0, 16.0, 19.0, 24.0, 27.0, 30.0, 45.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-411,IND4.USACE_Galveston.contents.sheet_metal.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 17.0, 24.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-412,IND4.USACE_Galveston.contents.sheet_metal.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-413,IND5.USACE_Galveston.contents.average_high_technology.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 20.0, 41.0, 51.0, 62.0, 67.0, 71.0, 73.0, 76.0, 78.0, 79.0, 82.0, 83.0, 84.0, 86.0, 87.0, 87.0, 88.0, 88.0, 88.0, 88.0, 88.0, 88.0, 88.0, 88.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-414,IND6.USACE_Galveston.contents.average_construction.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 35.0, 47.0, 56.0, 59.0, 66.0, 69.0, 71.0, 72.0, 78.0, 79.0, 80.0, 80.0, 81.0, 81.0, 81.0, 82.0, 82.0, 82.0, 83.0, 83.0, 83.0, 83.0, 83.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-415,IND6.USACE_Galveston.contents.carpet_tile_flooring.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 42.0, 54.0, 65.0, 75.0, 85.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-416,IND6.USACE_Galveston.contents.carpet_tile_flooring.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 70.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-417,IND6.USACE_Galveston.contents.contractor_roofing.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 27.0, 36.0, 43.0, 48.0, 50.0, 50.0, 50.0, 50.0, 50.0, 51.0, 51.0, 51.0, 52.0, 52.0, 52.0, 52.0, 53.0, 53.0, 53.0, 54.0, 54.0, 54.0, 55.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-418,IND6.USACE_Galveston.contents.contractor_roofing.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 20.0, 27.0, 36.0, 43.0, 48.0, 53.0, 57.0, 59.0, 60.0, 66.0, 69.0, 72.0, 76.0, 79.0, 83.0, 86.0, 90.0, 93.0, 97.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-419,IND6.USACE_Galveston.contents.contractor_electric.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 10.0, 10.0, 10.0, 40.0, 40.0, 40.0, 40.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-420,IND6.USACE_Galveston.contents.pier_drilling_co.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 23.0, 39.0, 55.0, 55.0, 56.0, 56.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-421,IND6.USACE_Galveston.contents.plumbing_co.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 45.0, 55.0, 63.0, 70.0, 76.0, 82.0, 87.0, 92.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-422,IND6.USACE_Galveston.contents.plumbing_co.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.0, 25.0, 35.0, 44.0, 53.0, 61.0, 69.0, 77.0, 85.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-423,IND6.USACE_Galveston.contents.sandblasting_co.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 15.0, 45.0, 68.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-424,IND6.USACE_Galveston.contents.water_well_service.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-425,IND6.USACE_New-Orleans.contents.carpeting_service.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 53.0, 70.0, 80.0, 96.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-426,IND6.USACE_New-Orleans.contents.carpeting_service.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.0, 31.0, 40.0, 45.0, 49.0, 54.0, 58.0, 63.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-427,IND6.USACE_New-Orleans.contents.heating_&_air_conditioning_service.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 53.0, 70.0, 80.0, 96.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-428,IND6.USACE_New-Orleans.contents.heating_&_air_conditioning_service.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.0, 31.0, 40.0, 45.0, 49.0, 54.0, 58.0, 63.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-429,IND6.USACE_New-Orleans.contents.plumbing_services.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 53.0, 70.0, 80.0, 96.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-430,IND6.USACE_New-Orleans.contents.plumbing_services.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.0, 31.0, 40.0, 45.0, 49.0, 54.0, 58.0, 63.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0, 72.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-431,AGR1.USACE_Galveston.contents.average_agriculture.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 6.0, 20.0, 43.0, 58.0, 65.0, 66.0, 66.0, 67.0, 70.0, 75.0, 76.0, 76.0, 76.0, 77.0, 77.0, 77.0, 78.0, 78.0, 78.0, 79.0, 79.0, 79.0, 79.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-432,AGR1.USACE_Galveston.contents.dairy_processing.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 50.0, 50.0, 50.0, 50.0, 60.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0, 80.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-433,AGR1.USACE_Galveston.contents.dairy_processing.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-434,AGR1.USACE_Galveston.contents.horse_stalls.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 3.0, 6.0, 8.0, 11.0, 13.0, 15.0, 17.0, 19.0, 21.0, 22.0, 24.0, 25.0, 27.0, 28.0, 29.0, 31.0, 32.0, 33.0, 34.0, 34.0, 36.0, 37.0, 38.0, 39.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-435,AGR1.USACE_Galveston.contents.veterinary_clinic.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 25.0, 50.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-436,AGR1.USACE_New-Orleans.contents.veterinary_office.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-437,AGR1.USACE_New-Orleans.contents.veterinary_office.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 26.0, 46.0, 94.0, 97.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-438,REL1.USACE_Galveston.contents.church-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 52.0, 72.0, 85.0, 92.0, 95.0, 98.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-439,REL1.USACE_Galveston.contents.church.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 75.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-440,REL1.USACE_Galveston.contents.church.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 28.0, 54.0, 70.0, 84.0, 90.0, 95.0, 97.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-441,REL1.USACE_New-Orleans.contents.civic_association.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-442,REL1.USACE_New-Orleans.contents.civic_association.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 18.0, 50.0, 50.0, 52.0, 58.0, 58.0, 58.0, 58.0, 58.0, 59.0, 69.0, 70.0, 70.0, 79.0, 88.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-443,GOV1.USACE_Galveston.contents.average_govt_services.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 59.0, 74.0, 83.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-444,GOV1.USACE_Galveston.contents.city_hall.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 75.0, 85.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-445,GOV1.USACE_Galveston.contents.post_office.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 43.0, 63.0, 70.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-446,GOV1.USACE_New-Orleans.contents.government_facility.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-447,GOV1.USACE_New-Orleans.contents.government_facility.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 18.0, 50.0, 50.0, 52.0, 58.0, 58.0, 58.0, 58.0, 58.0, 59.0, 69.0, 70.0, 70.0, 79.0, 88.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-448,GOV2.USACE_Galveston.contents.average_emergency_response.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 8.0, 20.0, 38.0, 55.0, 70.0, 81.0, 89.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-449,GOV2.USACE_Galveston.contents.fire_station.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 25.0, 50.0, 75.0, 91.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-450,GOV2.USACE_Galveston.contents.police_station.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 15.0, 25.0, 35.0, 48.0, 62.0, 78.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-451,EDU1.USACE_Galveston.contents.average_school.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.0, 38.0, 53.0, 64.0, 68.0, 70.0, 72.0, 75.0, 79.0, 83.0, 88.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-452,EDU1.USACE_Galveston.contents.commercial_school.equipment-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 18.0, 26.0, 30.0, 33.0, 35.0, 39.0, 44.0, 50.0, 58.0, 66.0, 76.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-453,EDU1.USACE_Galveston.contents.library.inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 50.0, 75.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-454,EDU1.USACE_New-Orleans.contents.elementary_school.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-455,EDU1.USACE_New-Orleans.contents.elementary_school.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 18.0, 50.0, 50.0, 52.0, 58.0, 58.0, 58.0, 58.0, 58.0, 59.0, 69.0, 70.0, 70.0, 79.0, 88.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-456,EDU2.USACE_Galveston.contents.average_college/university.equipment/inventory-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.0, 38.0, 53.0, 64.0, 68.0, 70.0, 72.0, 75.0, 79.0, 83.0, 88.0, 94.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-457,EDU2.USACE_New-Orleans.contents.college.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-458,EDU2.USACE_New-Orleans.contents.college.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.0, 18.0, 50.0, 50.0, 52.0, 58.0, 58.0, 58.0, 58.0, 58.0, 59.0, 69.0, 70.0, 70.0, 79.0, 88.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-459,RES1.BCAR_Jan-201.contents.all_floors.slab_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 45.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-460,RES3A.BCAR_Jan-201.contents.1to2_stories.slab_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 45.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-461,RES3B.BCAR_Jan-201.contents.1to2_stories.slab_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 45.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-462,RES1.BCAR_Jan-201.contents.all_floors.wall_2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-463,RES3A.BCAR_Jan-201.contents.1to2_stories.wall_2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-464,RES3B.BCAR_Jan-201.contents.1to2_stories.wall_2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 20.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-465,RES1.BCAR_Jan-201.contents.all_floors.wall_3ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 10.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-466,RES3A.BCAR_Jan-201.contents.1to2_stories.wall_3ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 10.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-467,RES3B.BCAR_Jan-201.contents.1to2_stories.wall_3ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 10.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-468,RES2.BCAR_Jan-201.contents.manufactured_home_mobile.structure.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-469,RES1.BCAR_Jan-201.contents.all_floors.elevated_open+2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 45.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-470,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_open+2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 45.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-471,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_open+2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 45.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-472,RES1.BCAR_Jan-201.contents.all_floors.elevated_open+4ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 35.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-473,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_open+4ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 35.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-474,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_open+4ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 35.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-475,RES1.BCAR_Jan-201.contents.all_floors.elevated_open+6ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 30.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-476,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_open+6ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 30.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-477,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_open+6ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 30.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-478,RES1.BCAR_Jan-201.contents.all_floors.elevated_open+8ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-479,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_open+8ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-480,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_open+8ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-481,RES1.BCAR_Jan-201.contents.all_floors.elevated_open+10ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-482,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_open+10ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-483,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_open+10ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-484,RES1.BCAR_Jan-201.contents.all_floors.elevated_open+12ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"65.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-485,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_open+12ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"65.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-486,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_open+12ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"65.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-487,RES1.BCAR_Jan-201.contents.all_floors.elevated_obstr+2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 2.0, 3.0, 48.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-488,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 2.0, 3.0, 48.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-489,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+2ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 2.0, 3.0, 48.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-490,RES1.BCAR_Jan-201.contents.all_floors.elevated_obstr+4ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"2.0, 3.0, 3.0, 38.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-491,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+4ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"2.0, 3.0, 3.0, 38.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-492,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+4ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"2.0, 3.0, 3.0, 38.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-493,RES1.BCAR_Jan-201.contents.all_floors.elevated_obstr+6ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"3.0, 3.0, 33.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-494,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+6ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"3.0, 3.0, 33.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-495,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+6ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"3.0, 3.0, 33.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-496,RES1.BCAR_Jan-201.contents.all_floors.elevated_obstr+8ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"3.0, 28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-497,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+8ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"3.0, 28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-498,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+8ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"3.0, 28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-499,RES1.BCAR_Jan-201.contents.all_floors.elevated_obstr+10ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-500,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+10ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-501,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+10ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-502,RES1.BCAR_Jan-201.contents.all_floors.elevated_obstr+12ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"68.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-503,RES3A.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+12ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"68.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-504,RES3B.BCAR_Jan-201.contents.1to2_stories.elevated_obstr+12ft_no_basement.coastal_a_or_v_zone-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"68.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-505,RES3.USACE_Chicago.contents.apartment_unit_grade-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 12.0, 24.0, 33.0, 35.0, 37.0, 41.0, 45.0, 50.0, 55.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0, 60.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-506,RES1.BCAR_Jan-201.contents.one_story.with_basement.b14-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 11.0, 13.0, 16.0, 19.0, 22.0, 25.0, 27.0, 30.0, 32.0, 35.0, 36.0, 38.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0, 39.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-507,AGR1.USACE-Sacramento.contents.usace_sacramento_farms.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 30.0, 76.0, 76.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-508,AGR1.USACE-Sacramento.contents.usace_sacramento_farms.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 56.0, 56.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-509,AGR1.USACE-Sacramento.contents.usace_sacramento_farms.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.0, 27.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-510,COM.USACE-NACCS.contents.naccs_2_commercial_engineeered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.5, 24.0, 33.25, 40.0, 42.75, 45.5, 52.75, 60.0, 61.66667, 63.33333, 65.0, 66.66667, 68.33333, 70.0, 71.66667, 73.33333, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-511,COM.USACE-NACCS.contents.naccs_2_commercial_engineeered_waves-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 15.0, 26.25, 38.5, 52.375, 66.25, 73.125, 80.0, 82.0, 84.0, 86.0, 88.0, 90.0, 92.0, 94.0, 96.0, 97.5, 97.5, 97.5, 97.5, 97.5, 97.5, 97.5, 97.5, 97.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-512,COM.USACE-NACCS.contents.naccs_3_commercial_non/pre_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 1.0, 21.0, 29.75, 44.5, 49.75, 55.0, 59.75, 64.5, 67.5, 70.5, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.5, 90.5, 90.5, 90.5, 90.5, 90.5, 90.5, 90.5, 90.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-513,COM.USACE-NACCS.contents.naccs_3_commercial_non/pre_engineered_waves-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.5, 21.0, 33.75, 52.5, 67.5, 82.5, 91.25, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-514,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_furniture_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 46.85714, 61.85714, 68.14286, 79.14286, 85.71429, 90.71429, 97.14286, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-515,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_electronics_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 34.14286, 44.28571, 67.0, 77.71429, 86.71429, 95.42857, 97.42857, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-516,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_clothing_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 46.28571, 55.42857, 70.0, 79.0, 89.0, 95.71429, 97.85714, 97.85714, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-517,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_service_station_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.35714, 16.42857, 28.92857, 40.85714, 57.71429, 63.28571, 70.71429, 79.28571, 84.28571, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-518,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_convenience_store_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.14286, 39.85714, 52.85714, 70.71429, 79.28571, 88.0, 94.14286, 95.71429, 97.14286, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-519,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_grocery_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 30.71429, 40.92857, 52.85714, 64.0, 75.42857, 87.28571, 98.85714, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-520,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_furniture_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 46.85714, 61.85714, 68.14286, 79.14286, 85.71429, 90.71429, 97.14286, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-521,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_electronics_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 34.14286, 44.28571, 67.0, 77.71429, 86.71429, 95.42857, 97.42857, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-522,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_clothing_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 46.28571, 55.42857, 70.0, 79.0, 89.0, 95.71429, 97.85714, 97.85714, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-523,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_service_station_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.35714, 16.42857, 28.92857, 40.85714, 57.71429, 63.28571, 70.71429, 79.28571, 84.28571, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-524,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_convenience_store_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.14286, 39.85714, 52.85714, 70.71429, 79.28571, 88.0, 94.14286, 95.71429, 97.14286, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-525,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_grocery_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 30.71429, 40.92857, 52.85714, 64.0, 75.42857, 87.28571, 98.85714, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-526,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_furniture_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 46.85714, 61.85714, 68.14286, 79.14286, 85.71429, 90.71429, 97.14286, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-527,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_electronics_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 34.14286, 44.28571, 67.0, 77.71429, 86.71429, 95.42857, 97.42857, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-528,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_clothing_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 46.28571, 55.42857, 70.0, 79.0, 89.0, 95.71429, 97.85714, 97.85714, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-529,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_service_station_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.35714, 16.42857, 28.92857, 40.85714, 57.71429, 63.28571, 70.71429, 79.28571, 84.28571, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-530,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_convenience_store_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.14286, 39.85714, 52.85714, 70.71429, 79.28571, 88.0, 94.14286, 95.71429, 97.14286, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-531,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_grocery_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 30.71429, 40.92857, 52.85714, 64.0, 75.42857, 87.28571, 98.85714, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-532,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_furniture_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 46.85714, 61.85714, 68.14286, 79.14286, 85.71429, 90.71429, 97.14286, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-533,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_electronics_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 34.14286, 44.28571, 67.0, 77.71429, 86.71429, 95.42857, 97.42857, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-534,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_retail_clothing_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 46.28571, 55.42857, 70.0, 79.0, 89.0, 95.71429, 97.85714, 97.85714, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-535,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_service_station_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.35714, 16.42857, 28.92857, 40.85714, 57.71429, 63.28571, 70.71429, 79.28571, 84.28571, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-536,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_convenience_store_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 23.14286, 39.85714, 52.85714, 70.71429, 79.28571, 88.0, 94.14286, 95.71429, 97.14286, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-537,COM1.FEMA-BCA-Toolkit.contents.bca_toolkit_grocery_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 30.71429, 40.92857, 52.85714, 64.0, 75.42857, 87.28571, 98.85714, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-538,COM1.FEMA-BCA-Toolkit.contents.convenience_store.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.14286, 39.85714, 52.85714, 70.71429, 79.28571, 88.0, 94.14286, 95.71429, 97.14286, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-539,COM1.FEMA-BCA-Toolkit.contents.convenience_store.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.14286, 39.85714, 52.85714, 70.71429, 79.28571, 88.0, 94.14286, 95.71429, 97.14286, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-540,COM1.FEMA-BCA-Toolkit.contents.grocery.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.71429, 40.92857, 52.85714, 64.0, 75.42857, 87.28571, 98.85714, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-541,COM1.FEMA-BCA-Toolkit.contents.grocery.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.71429, 40.92857, 52.85714, 64.0, 75.42857, 87.28571, 98.85714, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-542,COM1.FEMA-BCA-Toolkit.contents.retail_clothing.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 46.28571, 55.42857, 70.0, 79.0, 89.0, 95.71429, 97.85714, 97.85714, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-543,COM1.FEMA-BCA-Toolkit.contents.retail_clothing.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 46.28571, 55.42857, 70.0, 79.0, 89.0, 95.71429, 97.85714, 97.85714, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-544,COM1.FEMA-BCA-Toolkit.contents.retail_electronics.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 34.14286, 44.28571, 67.0, 77.71429, 86.71429, 95.42857, 97.42857, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-545,COM1.FEMA-BCA-Toolkit.contents.retail_electronics.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 34.14286, 44.28571, 67.0, 77.71429, 86.71429, 95.42857, 97.42857, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-546,COM1.FEMA-BCA-Toolkit.contents.retail_furniture.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 46.85714, 61.85714, 68.14286, 79.14286, 85.71429, 90.71429, 97.14286, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-547,COM1.FEMA-BCA-Toolkit.contents.retail_furniture.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 46.85714, 61.85714, 68.14286, 79.14286, 85.71429, 90.71429, 97.14286, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571, 99.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-548,COM1.FEMA-BCA-Toolkit.contents.service_station.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.35714, 16.42857, 28.92857, 40.85714, 57.71429, 63.28571, 70.71429, 79.28571, 84.28571, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-549,COM1.FEMA-BCA-Toolkit.contents.service_station.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.35714, 16.42857, 28.92857, 40.85714, 57.71429, 63.28571, 70.71429, 79.28571, 84.28571, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286, 87.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-550,COM1.USACE-New-Orleans.contents.usace_new_orleans_department_store.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.3, 48.2, 54.1, 54.3, 54.8, 54.8, 54.8, 54.8, 54.8, 98.9, 99.9, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-551,COM1.USACE-New-Orleans.contents.usace_new_orleans_department_store.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 99.5, 99.8, 99.9, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-552,COM1.USACE-New-Orleans.contents.usace_new_orleans_large_grocery.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 73.6, 81.4, 84.8, 87.6, 96.3, 96.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3, 98.3|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-553,COM1.USACE-New-Orleans.contents.usace_new_orleans_large_grocery.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 97.5, 99.1, 99.4, 99.7, 99.7, 99.7, 99.7, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-554,COM1.USACE-Sacramento.contents.usace_sacramento_food_stores.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 29.0, 96.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-555,COM1.USACE-Sacramento.contents.usace_sacramento_furniture_retail.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 80.0, 96.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-556,COM1.USACE-Sacramento.contents.usace_sacramento_grocery_store.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 32.0, 32.0, 89.0, 89.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-557,COM1.USACE-Sacramento.contents.usace_sacramento_retail.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 80.0, 96.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-558,COM1.USACE-Sacramento.contents.usace_sacramento_shopping_centers.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 33.0, 72.0, 72.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-559,COM1.USACE-Sacramento.contents.usace_sacramento_food_stores.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 25.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-560,COM1.USACE-Sacramento.contents.usace_sacramento_furniture_retail.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 42.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-561,COM1.USACE-Sacramento.contents.usace_sacramento_grocery_store.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.0, 27.0, 49.0, 49.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-562,COM1.USACE-Sacramento.contents.usace_sacramento_retail.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.0, 19.0, 36.0, 36.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-563,COM1.USACE-Sacramento.contents.usace_sacramento_shopping_centers.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 28.0, 40.0, 40.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-564,COM1.USACE-Sacramento.contents.usace_sacramento_food_stores.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 78.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-565,COM1.USACE-Sacramento.contents.usace_sacramento_furniture_retail.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-566,COM1.USACE-Sacramento.contents.usace_sacramento_grocery_store.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 87.0, 87.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-567,COM1.USACE-Sacramento.contents.usace_sacramento_retail.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 80.0, 80.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-568,COM1.USACE-Sacramento.contents.usace_sacramento_shopping_centers.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 96.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-569,COM1.USACE-Sacramento.contents.usace_sacramento_food_stores.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 38.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-570,COM1.USACE-Sacramento.contents.usace_sacramento_furniture_retail.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 47.0, 47.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-571,COM1.USACE-Sacramento.contents.usace_sacramento_grocery_store.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 42.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-572,COM1.USACE-Sacramento.contents.usace_sacramento_retail.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 38.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-573,COM1.USACE-Sacramento.contents.usace_sacramento_shopping_centers.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 46.0, 46.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-574,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.refrig_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.71429, 48.0, 59.14286, 65.71429, 74.28571, 79.71429, 84.0, 89.85714, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-575,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.non_refrig_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.71429, 33.71429, 47.42857, 56.85714, 65.57143, 73.57143, 81.28571, 88.42857, 91.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-576,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.refrig_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.71429, 48.0, 59.14286, 65.71429, 74.28571, 79.71429, 84.0, 89.85714, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-577,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.non_refrig_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.71429, 33.71429, 47.42857, 56.85714, 65.57143, 73.57143, 81.28571, 88.42857, 91.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-578,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.refrig_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.71429, 48.0, 59.14286, 65.71429, 74.28571, 79.71429, 84.0, 89.85714, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-579,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.non_refrig_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.71429, 33.71429, 47.42857, 56.85714, 65.57143, 73.57143, 81.28571, 88.42857, 91.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-580,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.refrig_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.71429, 48.0, 59.14286, 65.71429, 74.28571, 79.71429, 84.0, 89.85714, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-581,COM2.FEMA-BCA-Toolkit.contents.bca_toolkit_warehouse.non_refrig_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.71429, 33.71429, 47.42857, 56.85714, 65.57143, 73.57143, 81.28571, 88.42857, 91.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-582,COM2.USACE-New-Orleans.contents.usace_new_orleans_warehouse.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.2, 30.7, 39.7, 44.5, 48.8, 54.1, 58.3, 62.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6, 71.6|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-583,COM2.USACE-New-Orleans.contents.usace_new_orleans_warehouse.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 53.0, 69.9, 79.9, 96.3, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0, 97.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-584,COM2.FEMA-BCA-Toolkit.contents.warehouse.non_refrig_default.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.71429, 33.71429, 47.42857, 56.85714, 65.57143, 73.57143, 81.28571, 88.42857, 91.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-585,COM2.FEMA-BCA-Toolkit.contents.warehouse.non_refrig_default.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.71429, 33.71429, 47.42857, 56.85714, 65.57143, 73.57143, 81.28571, 88.42857, 91.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-586,COM2.FEMA-BCA-Toolkit.contents.warehouse.refrig_default.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.71429, 48.0, 59.14286, 65.71429, 74.28571, 79.71429, 84.0, 89.85714, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-587,COM2.FEMA-BCA-Toolkit.contents.warehouse.refrig_default.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.71429, 48.0, 59.14286, 65.71429, 74.28571, 79.71429, 84.0, 89.85714, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143, 93.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-588,COM2.USACE-Sacramento.contents.usace_sacramento_warehouse.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 23.0, 69.0, 69.0, 96.0, 96.0, 96.0, 96.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-589,COM2.USACE-Sacramento.contents.usace_sacramento_warehouse.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 20.0, 38.0, 38.0, 48.0, 48.0, 48.0, 48.0, 48.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-590,COM2.USACE-Sacramento.contents.usace_sacramento_warehouse.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 84.0, 84.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-591,COM2.USACE-Sacramento.contents.usace_sacramento_warehouse.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 40.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-592,COM3.FEMA-BCA-Toolkit.contents.protective_services.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.28571, 24.71429, 36.71429, 46.57143, 55.28571, 62.85714, 74.42857, 82.71429, 84.42857, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-593,COM3.FEMA-BCA-Toolkit.contents.protective_services.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.28571, 24.71429, 36.71429, 46.57143, 55.28571, 62.85714, 74.42857, 82.71429, 84.42857, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-594,COM3.USACE-Sacramento.contents.usace_sacramento_service_auto.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 9.0, 10.0, 23.0, 23.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-595,COM3.USACE-Sacramento.contents.usace_sacramento_service_auto.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 8.0, 8.0, 19.0, 19.0, 37.0, 37.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-596,COM3.USACE-Sacramento.contents.usace_sacramento_service_auto.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 10.0, 10.0, 74.0, 74.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-597,COM3.USACE-Sacramento.contents.usace_sacramento_service_auto.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 5.0, 5.0, 35.0, 35.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-598,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_protective_services_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.28571, 24.71429, 36.71429, 46.57143, 55.28571, 62.85714, 74.42857, 82.71429, 84.42857, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-599,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_office_one_story_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.71429, 0.71429, 1.0, 20.0, 34.28571, 45.42857, 55.0, 63.85714, 73.28571, 76.42857, 83.42857, 89.28571, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-600,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_protective_services_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.28571, 24.71429, 36.71429, 46.57143, 55.28571, 62.85714, 74.42857, 82.71429, 84.42857, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-601,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_office_one_story_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.71429, 0.71429, 1.0, 20.0, 34.28571, 45.42857, 55.0, 63.85714, 73.28571, 76.42857, 83.42857, 89.28571, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-602,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_protective_services_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.28571, 24.71429, 36.71429, 46.57143, 55.28571, 62.85714, 74.42857, 82.71429, 84.42857, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-603,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_office_one_story_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.71429, 0.71429, 1.0, 20.0, 34.28571, 45.42857, 55.0, 63.85714, 73.28571, 76.42857, 83.42857, 89.28571, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-604,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_protective_services_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.28571, 24.71429, 36.71429, 46.57143, 55.28571, 62.85714, 74.42857, 82.71429, 84.42857, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0, 86.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-605,COM4.FEMA-BCA-Toolkit.contents.bca_toolkit_office_one_story_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.71429, 0.71429, 1.0, 20.0, 34.28571, 45.42857, 55.0, 63.85714, 73.28571, 76.42857, 83.42857, 89.28571, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-606,COM4.FEMA-BCA-Toolkit.contents.office_one_story.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.71429, 0.71429, 1.0, 20.0, 34.28571, 45.42857, 55.0, 63.85714, 73.28571, 76.42857, 83.42857, 89.28571, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-607,COM4.FEMA-BCA-Toolkit.contents.office_one_story.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.71429, 0.71429, 1.0, 20.0, 34.28571, 45.42857, 55.0, 63.85714, 73.28571, 76.42857, 83.42857, 89.28571, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857, 91.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-608,COM4.USACE-New-Orleans.contents.usace_new_orleans_utility_company.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.1, 17.5, 49.8, 50.1, 51.8, 57.6, 57.6, 57.6, 57.6, 57.8, 59.4, 69.2, 69.6, 69.7, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-609,COM4.USACE-New-Orleans.contents.usace_new_orleans_utility_company.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-610,COM4.USACE-Sacramento.contents.usace_sacramento_office.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 35.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-611,COM4.USACE-Sacramento.contents.usace_sacramento_office.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.0, 29.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-612,COM4.USACE-Sacramento.contents.usace_sacramento_office.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 97.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-613,COM4.USACE-Sacramento.contents.usace_sacramento_office.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 46.0, 46.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-614,COM6.FEMA-BCA-Toolkit.contents.bca_toolkit_hospital_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.625, 27.0, 37.0, 53.375, 70.0, 79.125, 85.625, 92.5, 95.625, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-615,COM6.FEMA-BCA-Toolkit.contents.bca_toolkit_hospital_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.625, 27.0, 37.0, 53.375, 70.0, 79.125, 85.625, 92.5, 95.625, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-616,COM6.FEMA-BCA-Toolkit.contents.bca_toolkit_hospital_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.625, 27.0, 37.0, 53.375, 70.0, 79.125, 85.625, 92.5, 95.625, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-617,COM6.FEMA-BCA-Toolkit.contents.bca_toolkit_hospital_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.625, 27.0, 37.0, 53.375, 70.0, 79.125, 85.625, 92.5, 95.625, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-618,COM6.FEMA-BCA-Toolkit.contents.hospital.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.625, 27.0, 37.0, 53.375, 70.0, 79.125, 85.625, 92.5, 95.625, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-619,COM6.FEMA-BCA-Toolkit.contents.hospital.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.625, 27.0, 37.0, 53.375, 70.0, 79.125, 85.625, 92.5, 95.625, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25, 96.25|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-620,COM6.USACE-New-Orleans.contents.usace_new_orleans_medical_office.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.8, 45.7, 94.1, 96.9, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3, 99.3|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-621,COM6.USACE-New-Orleans.contents.usace_new_orleans_medical_office.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.5, 98.5, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-622,COM6.USACE-Sacramento.contents.usace_sacramento_medical.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 33.0, 89.0, 89.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-623,COM6.USACE-Sacramento.contents.usace_sacramento_medical.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 28.0, 49.0, 49.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-624,COM6.USACE-Sacramento.contents.usace_sacramento_medical.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 75.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-625,COM6.USACE-Sacramento.contents.usace_sacramento_medical.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 36.0, 36.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-626,COM7.FEMA-BCA-Toolkit.contents.bca_toolkit_medical_office_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.25, 26.875, 40.375, 57.125, 67.25, 75.375, 82.25, 91.25, 96.25, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-627,COM7.FEMA-BCA-Toolkit.contents.bca_toolkit_medical_office_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.25, 26.875, 40.375, 57.125, 67.25, 75.375, 82.25, 91.25, 96.25, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-628,COM7.FEMA-BCA-Toolkit.contents.bca_toolkit_medical_office_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.25, 26.875, 40.375, 57.125, 67.25, 75.375, 82.25, 91.25, 96.25, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-629,COM7.FEMA-BCA-Toolkit.contents.bca_toolkit_medical_office_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 14.25, 26.875, 40.375, 57.125, 67.25, 75.375, 82.25, 91.25, 96.25, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-630,COM7.FEMA-BCA-Toolkit.contents.medical_office.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.25, 26.875, 40.375, 57.125, 67.25, 75.375, 82.25, 91.25, 96.25, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-631,COM7.FEMA-BCA-Toolkit.contents.medical_office.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.25, 26.875, 40.375, 57.125, 67.25, 75.375, 82.25, 91.25, 96.25, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875, 96.875|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-632,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_fast_food_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.28571, 38.57143, 52.71429, 62.57143, 73.0, 79.28571, 88.28571, 94.85714, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-633,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_non_fast_food_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 27.71429, 48.85714, 57.28571, 71.85714, 79.71429, 84.85714, 92.85714, 93.42857, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-634,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_recreation_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.71429, 43.71429, 62.71429, 72.85714, 80.0, 84.0, 91.14286, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-635,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_fast_food_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.28571, 38.57143, 52.71429, 62.57143, 73.0, 79.28571, 88.28571, 94.85714, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-636,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_non_fast_food_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 27.71429, 48.85714, 57.28571, 71.85714, 79.71429, 84.85714, 92.85714, 93.42857, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-637,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_recreation_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.71429, 43.71429, 62.71429, 72.85714, 80.0, 84.0, 91.14286, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-638,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_fast_food_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.28571, 38.57143, 52.71429, 62.57143, 73.0, 79.28571, 88.28571, 94.85714, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-639,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_non_fast_food_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 27.71429, 48.85714, 57.28571, 71.85714, 79.71429, 84.85714, 92.85714, 93.42857, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-640,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_recreation_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.71429, 43.71429, 62.71429, 72.85714, 80.0, 84.0, 91.14286, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-641,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_fast_food_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.28571, 38.57143, 52.71429, 62.57143, 73.0, 79.28571, 88.28571, 94.85714, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-642,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_non_fast_food_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 27.71429, 48.85714, 57.28571, 71.85714, 79.71429, 84.85714, 92.85714, 93.42857, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-643,COM8.FEMA-BCA-Toolkit.contents.bca_toolkit_recreation_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 25.71429, 43.71429, 62.71429, 72.85714, 80.0, 84.0, 91.14286, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-644,COM8.FEMA-BCA-Toolkit.contents.fast_food.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 21.28571, 38.57143, 52.71429, 62.57143, 73.0, 79.28571, 88.28571, 94.85714, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-645,COM8.FEMA-BCA-Toolkit.contents.fast_food.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 21.28571, 38.57143, 52.71429, 62.57143, 73.0, 79.28571, 88.28571, 94.85714, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143, 98.57143|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-646,COM8.FEMA-BCA-Toolkit.contents.non_fast_food.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.71429, 48.85714, 57.28571, 71.85714, 79.71429, 84.85714, 92.85714, 93.42857, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-647,COM8.FEMA-BCA-Toolkit.contents.non_fast_food.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 27.71429, 48.85714, 57.28571, 71.85714, 79.71429, 84.85714, 92.85714, 93.42857, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571, 94.28571|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-648,COM8.FEMA-BCA-Toolkit.contents.recreation.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.71429, 43.71429, 62.71429, 72.85714, 80.0, 84.0, 91.14286, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-649,COM8.FEMA-BCA-Toolkit.contents.recreation.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.71429, 43.71429, 62.71429, 72.85714, 80.0, 84.0, 91.14286, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-650,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 30.0, 96.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-651,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant_fast_food.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 23.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-652,COM8.USACE-Sacramento.contents.usace_sacramento_recreation.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 38.0, 38.0, 95.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-653,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 25.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-654,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant_fast_food.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 20.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-655,COM8.USACE-Sacramento.contents.usace_sacramento_recreation.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 32.0, 32.0, 49.0, 49.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-656,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 91.0, 91.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-657,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant_fast_food.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-658,COM8.USACE-Sacramento.contents.usace_sacramento_recreation.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 98.0, 98.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-659,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 44.0, 44.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-660,COM8.USACE-Sacramento.contents.usace_sacramento_restaurant_fast_food.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 42.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-661,COM8.USACE-Sacramento.contents.usace_sacramento_recreation.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 47.0, 47.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-662,EDU1.FEMA-BCA-Toolkit.contents.bca_toolkit_schools_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-663,EDU1.FEMA-BCA-Toolkit.contents.bca_toolkit_schools_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-664,EDU1.FEMA-BCA-Toolkit.contents.bca_toolkit_schools_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-665,EDU1.FEMA-BCA-Toolkit.contents.bca_toolkit_schools_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-666,EDU1.FEMA-BCA-Toolkit.contents.schools.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-667,EDU1.FEMA-BCA-Toolkit.contents.schools.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-668,EDU1.USACE-New-Orleans.contents.usace_new_orleans_elementary_school.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.1, 17.5, 49.8, 50.1, 51.8, 57.6, 57.6, 57.6, 57.6, 57.8, 59.4, 69.2, 69.6, 69.7, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-669,EDU1.USACE-New-Orleans.contents.usace_new_orleans_elementary_school.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-670,EDU1.USACE-Sacramento.contents.usace_sacramento_schools.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 22.0, 22.0, 67.0, 67.0, 88.0, 88.0, 88.0, 88.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-671,EDU1.USACE-Sacramento.contents.usace_sacramento_schools.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 18.0, 18.0, 37.0, 37.0, 44.0, 44.0, 44.0, 44.0, 44.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-672,EDU1.USACE-Sacramento.contents.usace_sacramento_schools.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-673,EDU1.USACE-Sacramento.contents.usace_sacramento_schools.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 42.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-674,EDU2.USACE-New-Orleans.contents.usace_new_orleans_college.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.1, 17.5, 49.8, 50.1, 51.8, 57.6, 57.6, 57.6, 57.6, 57.8, 59.4, 69.2, 69.6, 69.7, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-675,EDU2.USACE-New-Orleans.contents.usace_new_orleans_college.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-676,GOV1.USACE-New-Orleans.contents.usace_new_orleans_government_facility.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 5.1, 17.5, 49.8, 50.1, 51.8, 57.6, 57.6, 57.6, 57.6, 57.8, 59.4, 69.2, 69.6, 69.7, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9, 78.9|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-677,GOV1.USACE-New-Orleans.contents.usace_new_orleans_government_facility.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 60.2, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-678,GOV1.USACE-Sacramento.contents.usace_sacramento_government.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 35.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-679,GOV1.USACE-Sacramento.contents.usace_sacramento_government.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 30.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-680,GOV1.USACE-Sacramento.contents.usace_sacramento_government.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 97.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-681,GOV1.USACE-Sacramento.contents.usace_sacramento_government.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 45.0, 45.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-682,IND1.USACE-Sacramento.contents.usace_sacramento_heavy.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 16.0, 16.0, 56.0, 56.0, 92.0, 92.0, 92.0, 92.0, 92.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-683,IND1.USACE-Sacramento.contents.usace_sacramento_heavy.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 14.0, 14.0, 31.0, 31.0, 46.0, 46.0, 46.0, 46.0, 46.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-684,IND1.USACE-Sacramento.contents.usace_sacramento_heavy.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 33.0, 77.0, 77.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-685,IND1.USACE-Sacramento.contents.usace_sacramento_heavy.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 40.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-686,IND2.FEMA-BCA-Toolkit.contents.bca_toolkit_industrial_light_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 19.28571, 31.0, 42.28571, 52.28571, 60.71429, 72.0, 82.14286, 90.71429, 94.28571, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-687,IND2.FEMA-BCA-Toolkit.contents.bca_toolkit_industrial_light_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 19.28571, 31.0, 42.28571, 52.28571, 60.71429, 72.0, 82.14286, 90.71429, 94.28571, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-688,IND2.FEMA-BCA-Toolkit.contents.bca_toolkit_industrial_light_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 19.28571, 31.0, 42.28571, 52.28571, 60.71429, 72.0, 82.14286, 90.71429, 94.28571, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-689,IND2.FEMA-BCA-Toolkit.contents.bca_toolkit_industrial_light_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 19.28571, 31.0, 42.28571, 52.28571, 60.71429, 72.0, 82.14286, 90.71429, 94.28571, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-690,IND2.FEMA-BCA-Toolkit.contents.industrial_light.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.28571, 31.0, 42.28571, 52.28571, 60.71429, 72.0, 82.14286, 90.71429, 94.28571, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-691,IND2.FEMA-BCA-Toolkit.contents.industrial_light.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 19.28571, 31.0, 42.28571, 52.28571, 60.71429, 72.0, 82.14286, 90.71429, 94.28571, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-692,IND2.USACE-Sacramento.contents.usace_sacramento_light.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 35.0, 75.0, 75.0, 96.0, 96.0, 96.0, 96.0, 96.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-693,IND2.USACE-Sacramento.contents.usace_sacramento_light.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 30.0, 41.0, 41.0, 48.0, 48.0, 48.0, 48.0, 48.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-694,IND2.USACE-Sacramento.contents.usace_sacramento_light.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-695,IND2.USACE-Sacramento.contents.usace_sacramento_light.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 42.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-696,REL1.FEMA-BCA-Toolkit.contents.bca_toolkit_religious_facilities_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.28571, 48.42857, 60.0, 69.28571, 76.42857, 81.42857, 88.42857, 94.28571, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-697,REL1.FEMA-BCA-Toolkit.contents.bca_toolkit_religious_facilities_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.28571, 48.42857, 60.0, 69.28571, 76.42857, 81.42857, 88.42857, 94.28571, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-698,REL1.FEMA-BCA-Toolkit.contents.bca_toolkit_religious_facilities_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.28571, 48.42857, 60.0, 69.28571, 76.42857, 81.42857, 88.42857, 94.28571, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-699,REL1.FEMA-BCA-Toolkit.contents.bca_toolkit_religious_facilities_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 29.28571, 48.42857, 60.0, 69.28571, 76.42857, 81.42857, 88.42857, 94.28571, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-700,REL1.FEMA-BCA-Toolkit.contents.religious_facilities.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.28571, 48.42857, 60.0, 69.28571, 76.42857, 81.42857, 88.42857, 94.28571, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-701,REL1.FEMA-BCA-Toolkit.contents.religious_facilities.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 29.28571, 48.42857, 60.0, 69.28571, 76.42857, 81.42857, 88.42857, 94.28571, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286, 97.14286|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-702,REL1.USACE-Sacramento.contents.usace_sacramento_churches.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 33.0, 33.0, 85.0, 85.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-703,REL1.USACE-Sacramento.contents.usace_sacramento_churches.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 28.0, 28.0, 47.0, 47.0, 49.0, 49.0, 49.0, 49.0, 49.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-704,REL1.USACE-Sacramento.contents.usace_sacramento_churches.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 73.0, 73.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-705,REL1.USACE-Sacramento.contents.usace_sacramento_churches.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 35.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-706,RES1.USACE-NACCS.contents.naccs_5a_single_story_residence_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 40.0, 60.0, 80.0, 85.0, 90.0, 95.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-707,RES1.USACE-NACCS.contents.naccs_5a_single_story_residence_no_basement_wave_crawlspace-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 60.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-708,RES1.USACE-NACCS.contents.naccs_5b_two_story_residence_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 5.0, 25.0, 35.0, 45.0, 50.0, 55.0, 62.5, 70.0, 73.33333, 76.66667, 80.0, 83.33333, 86.66667, 90.0, 93.33333, 96.66667, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-709,RES1.USACE-NACCS.contents.naccs_5b_two_story_residence_no_basement_wave_crawlspace-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 5.0, 20.0, 35.0, 45.0, 94.0, 97.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-710,RES1.USACE-NACCS.contents.naccs_6a_single_story_residence_with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 10.0, 15.0, 15.0, 45.0, 64.0, 80.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-711,RES1.USACE-NACCS.contents.naccs_6b_two_story_residence_with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 10.0, 15.0, 20.0, 35.0, 40.0, 50.0, 55.0, 60.0, 65.0, 70.0, 76.66667, 83.33333, 90.0, 96.66667, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-712,RES1.USACE-NACCS.contents.naccs_7a_building_on_open_pile_foundation-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 1.0, 1.0, 10.0, 40.0, 50.0, 80.0, 89.0, 98.0, 99.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-713,RES1.USACE-NACCS.contents.naccs_7a_building_on_open_pile_foundation_waves-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 12.5, 20.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-714,RES1.USACE-NACCS.contents.naccs_7b_building_on_pile_foundation_with_enclosure-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 9.0, 11.0, 20.0, 40.0, 75.0, 85.0, 92.5, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-715,RES1.USACE-NACCS.contents.naccs_7b_building_on_pile_foundation_with_enclosure_waves-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 25.0, 40.0, 50.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-716,RES1.USACE-Generic.contents.single_family_residential.1_story_with_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 10.5, 13.2, 16.0, 18.9, 21.8, 24.7, 27.4, 30.0, 32.4, 34.5, 36.3, 37.7, 38.6, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-717,RES1.USACE-Generic.contents.single_family_residential.2_or_more_stories_with_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 8.4, 10.1, 11.9, 13.8, 15.7, 17.7, 19.8, 22.0, 24.3, 26.7, 29.1, 31.7, 34.4, 37.2, 40.0, 43.0, 46.1, 49.3, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-718,RES1.USACE-Generic.contents.single_family_residential.split_level_with_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 7.3, 9.4, 11.6, 13.8, 16.1, 18.2, 20.2, 22.1, 23.6, 24.9, 25.8, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-719,RES1.USACE-Generic.contents.single_family_residential.1_story_with_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 2.4, 8.1, 13.3, 17.9, 22.0, 25.7, 28.8, 31.5, 33.8, 35.7, 37.2, 38.4, 39.2, 39.7, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-720,RES1.USACE-Generic.contents.single_family_residential.2_or_more_stories_with_no_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 1.0, 5.0, 8.7, 12.2, 15.5, 18.5, 21.3, 23.9, 26.3, 28.4, 30.3, 32.0, 33.4, 34.7, 35.6, 36.4, 36.9, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-721,RES1.USACE-Generic.contents.single_family_residential.split_level_with_no_basements-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 2.2, 2.9, 4.7, 7.5, 11.1, 15.3, 20.1, 25.2, 30.5, 35.7, 40.9, 45.8, 50.2, 54.1, 57.2, 59.4, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-722,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_slab_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 30.0, 45.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-723,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_wall_2_feet_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-724,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_wall_3_feet_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-725,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_open_+2_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 45.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-726,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_open_+4_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 35.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-727,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_open_+6_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 30.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-728,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_open_+8_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-729,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_open_+10_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 25.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-730,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_open_+12_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 10.0, 65.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-731,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_obstr_+2_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 2.0, 3.0, 48.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-732,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_obstr_+4_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 3.0, 3.0, 38.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-733,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_obstr_+6_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 2.0, 3.0, 3.0, 3.0, 33.0, 93.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-734,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_obstr_+8_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 3.0, 3.0, 3.0, 28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-735,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_obstr_+10_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 3.0, 3.0, 28.0, 78.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-736,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_elevated_obstr_+12_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 3.0, 13.0, 68.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-737,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_1_story_without_basement_outside_caz_usace_generic_riverine-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 2.4, 8.1, 13.3, 17.9, 22.0, 25.7, 28.8, 31.5, 33.8, 35.7, 37.2, 38.4, 39.2, 39.7, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-738,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_2_story_without_basement_outside_caz_usace_generic_riverine-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 1.0, 5.0, 8.7, 12.2, 15.5, 18.5, 21.3, 23.9, 26.3, 28.4, 30.3, 32.0, 33.4, 34.7, 35.6, 36.4, 36.9, 37.2, 37.2, 37.2, 37.2, 37.2|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-739,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_split_level_without_basement_outside_caz_usace_generic_riverine-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 2.2, 2.9, 4.7, 7.5, 11.1, 15.3, 20.1, 25.2, 30.5, 35.7, 40.9, 45.8, 50.2, 54.1, 57.2, 59.4, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-740,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_1_story_with_basement_outside_caz_usace_generic_riverine-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 10.5, 13.2, 16.0, 18.9, 21.8, 24.7, 27.4, 30.0, 32.4, 34.5, 36.3, 37.7, 38.6, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-741,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_2_story_with_basement_outside_caz_usace_generic_riverine-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 8.4, 10.1, 11.9, 13.8, 15.7, 17.7, 19.8, 22.0, 24.3, 26.7, 29.1, 31.7, 34.4, 37.2, 40.0, 43.0, 46.1, 49.3, 52.6, 52.6, 52.6, 52.6, 52.6|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-742,RES1.FEMA-BCA-Toolkit.contents.bca_toolkit_split_level_with_basement_outside_caz_usace_generic_riverine-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 7.3, 9.4, 11.6, 13.8, 16.1, 18.2, 20.2, 22.1, 23.6, 24.9, 25.8, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-743,RES1.FEMA-FIMA.contents.fema_fia_split_level_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 4.5, 13.5, 19.5, 37.5, 40.5, 42.0, 49.5, 51.0, 61.5, 64.5, 67.5, 69.0, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-744,RES1.FEMA-FIMA.contents.fema_fia_two_or_more_stories_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 12.0, 16.5, 22.5, 30.0, 34.5, 42.0, 49.5, 57.0, 66.0, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-745,RES1.FEMA-FIMA.contents.fema_fia_split_level_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 4.5, 7.5, 9.0, 24.0, 28.5, 33.0, 40.5, 48.0, 52.5, 54.0, 66.0, 72.0, 75.0, 78.0, 81.0, 84.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-746,RES1.FEMA-FIMA.contents.fema_fia_one_story_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 12.0, 16.5, 22.5, 30.0, 34.5, 42.0, 49.5, 57.0, 66.0, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-747,RES1.FEMA-FIMA.contents.fema_fia_coastal_building_zone_v-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 15.0, 23.0, 35.0, 50.0, 58.0, 63.0, 66.5, 69.5, 72.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-748,RES1.FEMA-FIMA.contents.fema_fia_two_or_more_stories_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 7.5, 13.5, 19.5, 27.0, 30.0, 33.0, 36.0, 39.0, 43.5, 49.5, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-749,RES1.FEMA-FIMA.contents.fema_fia_one_story_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 13.5, 21.0, 33.0, 40.5, 43.5, 45.0, 60.0, 64.5, 66.0, 67.5, 69.0, 70.5, 72.0, 73.5, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-750,RES1.FEMA-FIMA.contents.fema_fia_coastal_building_zone_v-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 24.0, 29.0, 37.0, 54.0, 60.5, 64.5, 68.0, 70.0, 72.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-751,RES1.FEMA-FIMA.contents.fema_fia.split_level.with_basement_split_level-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 4.5, 7.5, 9.0, 24.0, 28.5, 33.0, 40.5, 48.0, 52.5, 54.0, 66.0, 72.0, 75.0, 78.0, 81.0, 84.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-752,RES1.FEMA-FIMA.contents.fema_fia_default_one_story_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 12.0, 16.5, 22.5, 30.0, 34.5, 42.0, 49.5, 57.0, 66.0, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-753,RES1.FEMA-FIMA.contents.fema_fia.1_story.no_basement_one_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 13.5, 21.0, 33.0, 40.5, 43.5, 45.0, 60.0, 64.5, 66.0, 67.5, 69.0, 70.5, 72.0, 73.5, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-754,RES1.FEMA-FIMA.contents.fema_fia.2_story.no_basement_two_or_more_stories-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 7.5, 13.5, 19.5, 27.0, 30.0, 33.0, 36.0, 39.0, 43.5, 49.5, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-755,RES1.FEMA-FIMA.contents.fema_fia_default_one_story_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 13.5, 21.0, 33.0, 40.5, 43.5, 45.0, 60.0, 64.5, 66.0, 67.5, 69.0, 70.5, 72.0, 73.5, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-756,RES1.FEMA-FIMA.contents.fema_fia_default_coastal_building_zone_v-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 11.0, 24.0, 29.0, 37.0, 54.0, 60.5, 64.5, 68.0, 70.0, 72.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-757,RES1.FEMA-FIMA.contents.fema_fia_default_two_or_more_stories_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 7.5, 13.5, 19.5, 27.0, 30.0, 33.0, 36.0, 39.0, 43.5, 49.5, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-758,RES1.FEMA-FIMA.contents.fema_fia.1_story.with_basement_one_story-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 12.0, 16.5, 22.5, 30.0, 34.5, 42.0, 49.5, 57.0, 66.0, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-759,RES1.FEMA-FIMA.contents.fema_fia_default_split_level_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 4.5, 13.5, 19.5, 37.5, 40.5, 42.0, 49.5, 51.0, 61.5, 64.5, 67.5, 69.0, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-760,RES1.FEMA-FIMA.contents.fema_fia_default_two_or_more_stories_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 12.0, 16.5, 22.5, 30.0, 34.5, 42.0, 49.5, 57.0, 66.0, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-761,RES1.FEMA-FIMA.contents.fema_fia_default_coastal_building_zone_v-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 6.0, 15.0, 23.0, 35.0, 50.0, 58.0, 63.0, 66.5, 69.5, 72.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-762,RES1.FEMA-BCA-Toolkit.contents.1_story_single_family_home.basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 6.0, 12.0, 16.5, 22.5, 30.0, 34.5, 42.0, 49.5, 57.0, 66.0, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-763,RES1.FEMA-BCA-Toolkit.contents.1_story_single_family_home.no_basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 13.5, 21.0, 33.0, 40.5, 43.5, 45.0, 60.0, 64.5, 66.0, 67.5, 69.0, 70.5, 72.0, 73.5, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0, 75.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-764,RES1.FEMA-BCA-Toolkit.contents.split_level_single_family_home.basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 4.5, 7.5, 9.0, 24.0, 28.5, 33.0, 40.5, 48.0, 52.5, 54.0, 66.0, 72.0, 75.0, 78.0, 81.0, 84.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-765,RES1.FEMA-BCA-Toolkit.contents.split_level_single_family_home.no_basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 4.5, 13.5, 19.5, 37.5, 40.5, 42.0, 49.5, 51.0, 61.5, 64.5, 67.5, 69.0, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5, 70.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-766,RES1.FEMA-BCA-Toolkit.contents.2_or_more_story_single_family_home.basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 6.0, 12.0, 16.5, 22.5, 30.0, 34.5, 42.0, 49.5, 57.0, 66.0, 73.5, 76.5, 79.5, 82.5, 85.5, 88.5, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-767,RES1.FEMA-BCA-Toolkit.contents.2_or_more_story_single_family_home.no_basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 7.5, 13.5, 19.5, 27.0, 30.0, 33.0, 36.0, 39.0, 43.5, 49.5, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0, 57.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-768,RES1.FEMA-BCA-Toolkit.contents.single_family_home.basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 11.0, 24.0, 29.0, 37.0, 54.0, 60.5, 64.5, 68.0, 70.0, 72.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-769,RES1.FEMA-BCA-Toolkit.contents.single_family_home.no_basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 6.0, 15.0, 23.0, 35.0, 50.0, 58.0, 63.0, 66.5, 69.5, 72.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 76.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0, 87.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-770,RES1.USACE-New-Orleans.contents.one_story.usace_new_orleans_one_story.pier_foundation.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 41.8, 62.9, 82.1, 84.6, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-771,RES1.USACE-New-Orleans.contents.one_story.usace_new_orleans_one_story.pier_foundation.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-772,RES1.USACE-New-Orleans.contents.one_story.usace_new_orleans_one_story.slab_foundation.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 41.8, 62.9, 82.1, 84.6, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2, 91.2|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-773,RES1.USACE-New-Orleans.contents.one_story.usace_new_orleans_one_story.slab_foundation.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-774,RES1.USACE-New-Orleans.contents.two_or_more.usace_new_orleans_two_story.pier_foundation.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 36.5, 50.8, 50.8, 55.3, 55.3, 55.3, 55.3, 55.3, 72.5, 80.7, 87.1, 90.1, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-775,RES1.USACE-New-Orleans.contents.two_or_more.usace_new_orleans_two_story.pier_foundation.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-776,RES1.USACE-New-Orleans.contents.two_or_more.usace_new_orleans_two_story.slab_foundation.structure.fresh_water.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 25.0, 36.5, 50.8, 50.8, 55.3, 55.3, 55.3, 55.3, 55.3, 72.5, 80.7, 87.1, 90.1, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5, 92.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-777,RES1.USACE-New-Orleans.contents.two_or_more.usace_new_orleans_two_story.slab_foundation.structure.salt_water.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0, 95.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-778,RES1.USACE-Generic.contents.one_story.usace_generic.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 10.5, 13.2, 16.0, 18.9, 21.8, 24.7, 27.4, 30.0, 32.4, 34.5, 36.3, 37.7, 38.6, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1, 39.1|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-779,RES1.USACE-Generic.contents.one_story.usace_generic.with_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 2.4, 8.1, 13.3, 17.9, 22.0, 25.7, 28.8, 31.5, 33.8, 35.7, 37.2, 38.4, 39.2, 39.7, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0, 40.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-780,RES1.USACE-Generic.contents.split_level.usace_generic.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 7.3, 9.4, 11.6, 13.8, 16.1, 18.2, 20.2, 22.1, 23.6, 24.9, 25.8, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3, 26.3|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-781,RES1.USACE-Generic.contents.split_level.usace_generic.with_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 2.2, 2.9, 4.7, 7.5, 11.1, 15.3, 20.1, 25.2, 30.5, 35.7, 40.9, 45.8, 50.2, 54.1, 57.2, 59.4, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5, 60.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-782,RES1.USACE-Generic.contents.two_or_more_stories.usace_generic.with_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 8.4, 10.1, 11.9, 13.8, 15.7, 17.7, 19.8, 22.0, 24.3, 26.7, 29.1, 31.7, 34.4, 37.2, 40.0, 43.0, 46.1, 49.3, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6, 52.6|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-783,RES1.USACE-Generic.contents.two_or_more_stories.usace_generic.with_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 1.0, 5.0, 8.7, 12.2, 15.5, 18.5, 21.3, 23.9, 26.3, 28.4, 30.3, 32.0, 33.4, 34.7, 35.6, 36.4, 36.9, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2, 37.2|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-784,RES2.FEMA-BCA-Toolkit.contents.bca_toolkit_manufactured_home_caz_and_v_zone_expert_panel-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 75.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-785,RES2.FEMA-BCA-Toolkit.contents.bca_toolkit_mobile_home_outside_caz_fema_fia_riverine_adjusted-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 66.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-786,RES2.FEMA-FIMA.contents.fema_fia_mobile_home_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 66.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-787,RES2.FEMA-FIMA.contents.fema_fia_mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 66.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-788,RES2.FEMA-FIMA.contents.fema_fia_default_mobile_home-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 66.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-789,RES2.FEMA-FIMA.contents.fema_fia_default_mobile_home_zone_a-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 12.0, 66.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-790,RES2.FEMA-BCA-Toolkit.contents.mobile_home.no_basement.fema_fia_original_source-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 12.0, 66.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0, 90.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-791,RES3.USACE-NACCS.contents.naccs_1a_1_apartments_1_story_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 3.5, 28.0, 45.0, 60.0, 70.5, 81.0, 90.5, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-792,RES3.USACE-NACCS.contents.naccs_1a_3_apartments_3_story_no_basement-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.0, 15.0, 20.0, 25.0, 27.5, 30.0, 32.5, 35.0, 38.33333, 41.66667, 45.0, 48.33333, 51.66667, 55.0, 58.33333, 61.66667, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0, 65.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-793,RES3.USACE-NACCS.contents.naccs_4a_urban_high_rise-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.375, 0.5, 4.0, 5.0, 7.0, 7.5, 8.75, 10.0, 10.5, 11.0, 11.33333, 11.66667, 12.0, 12.33333, 12.66667, 13.0, 13.33333, 13.66667, 14.0, 14.0, 14.0, 14.0, 14.0, 14.0, 14.0, 14.0, 14.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-794,RES3.USACE-NACCS.contents.naccs_4b_beach_high_rise-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 4.0, 4.5, 5.5, 6.25, 7.0, 7.75, 8.5, 8.66667, 8.83333, 9.0, 9.16667, 9.33333, 9.5, 9.66667, 9.83333, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0, 10.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-795,RES3.USACE-NACCS.contents.naccs_4b_beach_high_rise_waves-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 2.5, 21.0, 33.75, 52.5, 67.5, 82.5, 91.25, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-796,RES3.FEMA-BCA-Toolkit.contents.bca_toolkit_apartment_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-797,RES3.FEMA-BCA-Toolkit.contents.bca_toolkit_apartment_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-798,RES3.FEMA-BCA-Toolkit.contents.bca_toolkit_apartment_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-799,RES3.FEMA-BCA-Toolkit.contents.bca_toolkit_apartment_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-800,RES3.FEMA-BCA-Toolkit.contents.apartment.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-801,RES3.FEMA-BCA-Toolkit.contents.apartment.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 21.71429, 30.42857, 39.0, 45.0, 47.85714, 51.85714, 55.71429, 59.28571, 60.57143, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857, 63.42857|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-802,RES4.FEMA-BCA-Toolkit.contents.bca_toolkit_hotel_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 16.14286, 26.28571, 34.14286, 39.71429, 48.71429, 52.42857, 58.42857, 61.28571, 63.14286, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-803,RES4.FEMA-BCA-Toolkit.contents.bca_toolkit_hotel_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 16.14286, 26.28571, 34.14286, 39.71429, 48.71429, 52.42857, 58.42857, 61.28571, 63.14286, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-804,RES4.FEMA-BCA-Toolkit.contents.bca_toolkit_hotel_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 16.14286, 26.28571, 34.14286, 39.71429, 48.71429, 52.42857, 58.42857, 61.28571, 63.14286, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-805,RES4.FEMA-BCA-Toolkit.contents.bca_toolkit_hotel_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 16.14286, 26.28571, 34.14286, 39.71429, 48.71429, 52.42857, 58.42857, 61.28571, 63.14286, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-806,RES4.FEMA-BCA-Toolkit.contents.hotel.engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 16.14286, 26.28571, 34.14286, 39.71429, 48.71429, 52.42857, 58.42857, 61.28571, 63.14286, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-807,RES4.FEMA-BCA-Toolkit.contents.hotel.non_engineered-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 16.14286, 26.28571, 34.14286, 39.71429, 48.71429, 52.42857, 58.42857, 61.28571, 63.14286, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714, 64.85714|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-808,RES4.USACE-Sacramento.contents.usace_sacramento_hotel_full_service.1_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 23.0, 23.0, 90.0, 90.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-809,RES4.USACE-Sacramento.contents.usace_sacramento_hotel_full_service.2_story.short_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 20.0, 20.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 50.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-810,RES4.USACE-Sacramento.contents.usace_sacramento_hotel_full_service.1_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 88.0, 88.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-811,RES4.USACE-Sacramento.contents.usace_sacramento_hotel_full_service.2_story.long_duration-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 42.0, 42.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 56.0, 67.0, 67.0, 67.0, 67.0, 67.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0, 100.0|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-812,RES5.FEMA-BCA-Toolkit.contents.bca_toolkit_correctional_facility_default_non_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 13.125, 21.25, 31.0, 44.125, 53.0, 62.25, 69.5, 77.5, 83.75, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-813,RES5.FEMA-BCA-Toolkit.contents.bca_toolkit_correctional_facility_default_generic_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 13.125, 21.25, 31.0, 44.125, 53.0, 62.25, 69.5, 77.5, 83.75, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-814,RES5.FEMA-BCA-Toolkit.contents.bca_toolkit_correctional_facility_default_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 13.125, 21.25, 31.0, 44.125, 53.0, 62.25, 69.5, 77.5, 83.75, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
-815,RES5.FEMA-BCA-Toolkit.contents.bca_toolkit_correctional_facility_default_non_generic_non_engineered_building-Cost,0,Peak Inundation Height,in,0,1,loss_ratio,"0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 13.125, 21.25, 31.0, 44.125, 53.0, 62.25, 69.5, 77.5, 83.75, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5, 87.5|-4.0, -3.0, -2.0, -1.0, 0.0, 1.0, 2.0, 3.0, 4.0, 5.0, 6.0, 7.0, 8.0, 9.0, 10.0, 11.0, 12.0, 13.0, 14.0, 15.0, 16.0, 17.0, 18.0, 19.0, 20.0, 21.0, 22.0, 23.0, 24.0"
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diff --git a/pelicun/resources/SimCenterDBDL/loss_repair_DB_SimCenter_Hazus_HU_bldg.csv b/pelicun/resources/SimCenterDBDL/loss_repair_DB_SimCenter_Hazus_HU_bldg.csv
deleted file mode 100644
index cc080d08d..000000000
--- a/pelicun/resources/SimCenterDBDL/loss_repair_DB_SimCenter_Hazus_HU_bldg.csv
+++ /dev/null
@@ -1,25821 +0,0 @@
-ID,Incomplete,Quantity-Unit,DV-Unit,DS1-Theta_0,DS2-Theta_0,DS3-Theta_0,DS4-Theta_0
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